SCIENTIFIC ABSTRACT GALPERIN, M.I. - GALPERIN, N.S.

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December 31, 1967
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SCIENTIFIC ABSTRACT
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The Yeahanization of Farthwork In Frozen Soil 95-11-11/14 and eventually the wedge begins to jar and to jolt, this destroying the structure of the soil. The winch of the tractor is then operated, the wedge is pulled out from the soil by means of a wire rope, and is again driven into the soil at a distance of 400 to 500 m from the first place. The earth de- stroyed by the wedge is then removed by means of an excavator. The type of equipment which entails suspending the Dieselhammer on the excavator will be worth while only if it is possible, after driving the wedge into the ground, to tear away the clot of earth by means of pressure. The ridge plow used for hard- frozen soils is a suspended system of the type of a bucket conveyer excavator. (Fig. 2). This machine is able to deal with 30 40 m in one working operation and at a freezing depth of 0,8 1,0 m. Wide use is at present being made of wedge-rammers and ball-rammeral whioh are dropped from the jib crane of the excavator. Wedge- and ball-rammers are of greater efficiency the weight of which amounts to 1500 kg. The ball-rammer (see fig- 4) is intended only for the destruction Of Bandy soil and sandy ground, whereas the wedge-rammer should be used for loam- and loamy soil. The use of the suspension system, however, causes considerable wear within a short time. Actually, this method in less effective thin the application of a Dieselhamaer Card 2/3 an a tractor or a tractor loader which, with a falling weight of 600 and 1200 kg respectively may be recommended for work of The Mechanization of Eartborork in FrO'Zen SOil 95-11-11/14 smaller volume and for the cutting of trenches - machines with chain cutters- . There are 5 figures- AVAILABLEi Library of Congress Card 3/3 VEKSMAN, A.M., inzh.-, GALIPERIN, M.I., kand.tekhn.nauk. "Complete Mechanization of earthwork in constructing industrial buildings of machine-building plantan and "Complete mechanization of earthwork in constructing large single-story industrial buildingem by [inzhener Instituta tekhniko-ekonomicheakoy informataii AN SSSR, Moskva] L.S. Lifshits. Reviewed by, A.M. Veksman, M.1. Gallperin. Nov.takh. i pared. op. Y stroi. 19 ne.6:32-33 Je '57. (MIRA 10:10) (Industrial buildings) (Earthwork) (Lifshits, L.S.) ABERGAUZ, Y,D.;_LA~'~NRjy BBSBICR, Ya.R., kand.teldm.nauk, nauohnyy red.; KRYUGM, Tu.Y., red.jzd-va; XMINICHMO, F.F.o takha.red. (Using vibrators In building] Vibrator na strolke. Izd,2-0, parer. I dop. Moskva. Gos.izd-vo lit-ry po strolt., arkhit. I stroit.materialam. 1958. 79 p. (14DU 13.-3) (Vibratora) GALIPHRIN, M.I., Imnd. tekhn. nauk. Destroying rocks by vibration cutting. Stroi. pred. neft. prom, 3 no.3:13-16 Mr 158. WR& litO (Rock drills) MORS: TITLE: Gandel sman, V. B. , and ;a! perin, ivinchines, for tho ExtraetjonCCINI.ItUral ':fZ1111 and Lininj~ itones ~Mashiny dlya dob~chi yebuestvennogo utenovot,;o i oblitso- vochncgo kamnya) i~EitIODICAL; Mekhanizatsiya TrudoyVmkikh i Tyazhdlykh itabot, 1958, Nr 4, Pp 57-40 (USSR) ABSTRACT: The authors give a detailed description of various stone cutting and stone moving machines produced by the Yoskovskiy zavod "Strommashina" (Moscow "Strommashina" Flant). In 1056 the USSR produced 31600,000 cubic meters of natural wall stone, or 1.5 billion standard bricks. By 1960, stone production is supposed to reach 15,2'10,000 cubic meters. Phe follouing So- viet inventors have played an important role in developing stone cutting machinery: Petrik, Zillberglit, Stolyarov, Ga- lunin, Zastupaylo, Chegodayev, the brothers Zhuchenkov and others. There are 5 figures. AAILABLE: Library of Congress Card 1/1 1. Stone cutting machines 2. Construction-Equipment 3. Quarries- Equipment GALIFEIIN, M.I., in2h. All-Union Building Exhibition. Nov. tekh. i pered. op. v stroi. 20 no.6:19-23 je 158. (KRA 11-6) (Moscow--Building machinery--Fahibitions) GALIMIN M dektor tekhnonauk.; NIKOLAYEV, B.A., inzh. Machines for destructing frozen grounds. Nov. takh. I v stroi. 20 no*9:11-14 S' '58. (Frosen ground) Olarthwork-Cold weather conditions) pared. op. (HIM 11:10) 'I- 8ZGAUZ, Tiktor Davidovich; "tTjROVSKIY, A.A., re=eenz~~ntf CIN, A.G., inzh., red.; CFEWTOYA, Z.I., tekhn.red.; UVAROVA, A.F., tekhn.red. (Stonecutting machines] Kashiny dlia reznniia kamnia. Moskva. Gos.miuchno-tekhn.izd-vo mashinostorit.lit-ry, 1959. 283 p. (MIRA 12:12) 1. Chlen-korrespondent Akndemii stroitellstva i arkhitektury (for Kamirovskiy). (Stonecutting) SO V/1 13_b__i__'Z_W"C1~ (1),25(5) AUTHOR: Ga2perin, M.I., and Gande2sman, B.V., Eng-inEers TITLE: A Method Increasing the Productivity of Stone Cutting Machines (Puti povysheniya proizvoditelln,,.)sti kamne- reznykh mashin) PERIODICAL: Mekhanizatsiya i avtomatizatsiya proizvodstva, 1350, Nr 3, pp 36-38 (USSR) ABSTRACT: The authors state that more than a t"nousand stone cut- ting machines are actually In LBe at various quarries. In 1958, 3.6 billion wall stones were -,;rouuceL, which re- presents 9.6% of the whole product-1on of wall-building material. In 1959 4his production wiil Increase to 11 billion units, representing 13.3% of the whole produc- tion of wall-building materials. In order to ensure this development, it is absolutely necessary to raise the stan- dards of mechanization in the quarries. Experience shows, that the best work is performed by high-bE!nch machines,, its basic advantage being the 13-15 saws, working simul- Card 1/2 taneously. The authors analyze the geometr.ical forms of SOV/1i 8_,V"_' E A Method Increasing the Productivity of Stone Cutting Machines the saw teeth, the quality of the material the instru- ments aie made from, and conciude that it is abso-lutely necessary for the enterprises to redesign their stone- cutting machines and improve their quality, and for fac- tories producing disc-saws to improve their design and use spade shape teeth and a negative front angle. Fur- thermore, new machines for stone transj~ortation and re- moval of cuttings should be manufactured according to new principles. There are Z graphs and 1 table. Card 2/,2 GALIM, IN, H.I., doktor tekhn. nauk; GANML'SMN, V.B*, inEh. Cutting tools and operations of stonscutting machiner7. Strai. mt. 5 no.4:16-19 Ap '59. (MIRA 12:6) (Stonecutting-Equipment and supplies) AUT"OR: TITLE: PERIODICAL: Gal'perin, M.I. On the Book "Explo~-atory skiy, S.A. Volkov. I.A. Trusov Razvedka i okhrana Drillint~-," I.,y B,S. Voz-lV-LzhE:!l- B.S. Filatov, N.I. Lyubi-mov nedr, 1959, Nr ?, pp 61-64 (USSR) A13STRACT: This is a review of the above mentioned book. Card 1/1 GLLIPXRIN, M. I., doktor tekhn.nauk "Building and assembling cranes; a textbook. No.l. Truck- mounted cranes and cranes with pneumatic tires.0 Re- viewed by K.I.Gallperilh. Mont.i spets.rab.v strol. 22 no.9:3 of cover 8 160. (J(IU 13: 8) (Clams. derricks, etc.) GALIFERMy XarK;O#YoYiobo doktor tokbn. nauk; LEVCMKO,, Ya,V.p r*d,j - ---l- tnl~d- Va. ,i-rod.isdava) BILOWMAp I.A., tokbn. red. p (Mechanical means for broaking up frosen mails] Kokbo"I beakie sposoby rasrushenila mera4kh gruntorj kratkikim, stenogromma lektaiis Lonin.- gradq 1961. 33 0 (KMA IW) (Frosen srci5 (SarUmoving machinery) C-_' T. I. -Ell - '' %_ .. J7 ' I, do' W i~ ... . la ) -.tor telim.na ; DI-E', imh. Otudy of the opera-.Aon of blades on stone-cutt-Lng machines. Stroi. i dor. mash. 6 no,9:33-34 S 161. (::ru- Y,: 10) (Stmecit-tuting) kand.telchn.-iai.~c; GAL'I"-. -F, T. doh-tor -~-'Jhn.nawl- Prob"i-ma of -deve.1cniz- and ::ach--~Lcs for .., L; ~> frozert ground. Stroi- i dor. 6 -no.10!L"-20 0 161. rozer, grcj~L7d) LEYKIN, M.G.9 inzh.; GALTERIN, M.I.i doktor tekhn.naul, Modernization of circular aaws on'the SM-89A and stone-. cutting machines. Stroi. mat. 7 no.303-34 Mr '61. (MIFA -14:4) (Ston--cutting) NiKOLAYEV, B.A., lnzh.; GLLIFMNI__14 ~#j aoktor tekht.nauk Uiging machinery in working frozen ground. Transp~ stroi. 11 no.l: i"I' (MIRL 14:1) "1. 54-55 Ja 161. (lPros-en ground) (Earthmoving machinery) GALIPMNs M.I., doktor tekbp.nauk *Ma=facturing and installing pipelines; Collection of articles." Reviewed by M.I. Gallperin. Mont. i spats. rab. v stroi. 23 no. 2:31-32 F 161. (KM 14:1) (Pipolings) DCHBROVSKIr. X. G,, prof., doktor tekhn. nauk; GALIFERIN, K. I., doktor tekhn. naul, Breaking of hard and frozen grouna'o Sbor. trud. MISI no.39: 50-54 '61. (MIRA 16:4) 1. Nauchno-issledovatellskiy institut Ministerstva straitell- stva RSFSR. 2. Chlen-korrespondent Akadesii stroitellstva i arkhitektury SSSR (for Dombrovskiy). (Excavation) GALIPERIN, M.I., doktor tekhn.nauk; SATOVSKIY, B.I. "Bucket excavators" by N.G. Dombrovskii, S.A. Pankratov. Reviewed by M.I. Gallperin, B.I. Satovskii. Me" i avtom.proi*. 16 no.l: 57 Ja 162. (RM 15 - 1) 1. Glavnyy konstruktor Uralmashzavoda po ekskavatorostroyenip (for Satovskiy). (Excawting machinery) (Dombrovskii..' N.G.) (Pankratov, S.A.) ABEZGAUZ, V.D., kand. tekhr.. nauk- GALIPM11i F-J.,--prof., doktor tekhn. nauk; TIONSKR,!~.T-., ~ved.' red.; ii~12,-IAKOV, G.M., ~ekJiz-~. red. U (Working frozen ground in inechanized trench digging3llazra- botRa merzlykh gruntov pri mekhanizirovannom rytle transhei. Moskva, Gostoptekhizdat, 1962. 93 p. (KIRA 15:11) (Frozen ground) (Excavating machinery) GALIPERIIN N.I. doktor tekhn.m-auk Y "Rigging operations in the erection of equipment of oil refineries' by (inzh.] Z.B. Kharas. Reviewed by M.I. Gallperin. Kant. i spets. rab. v stroi. 24 no./+:31-32 Ap 162. OVIRA 15:7) (Hoisting machinery-Riggi ) (re'roleum refineries) (Kharas, Z.Bj. NIKOIAYEV., B.A., inzh.; GALIPERM, doktor tekhn.nauk Breaking down forzen ground by chipping it away, Stroi.trubopm-v. 7 no.90-12-14 S 162., (MIRA 15:11) (Frozen ground) GALIPERIIN, M.L.9 doktor takhn.nauk nConstruction equipment* by N.M. Petrov. Reviewed by M.I. Gallperin. Stroi. i doro mash* 7 no.9:38-39 S 162. (MIRA 15:10) (Construction equipment) (Petrov., N.M.) GALIPERDI, M. I., doktor tekhn. nauk; AKOLArEV., B. A.,, imb. Study of the breaking down of frozen ground by wedges. Stroi. i dor. mash. 7 no.11:27-29 N 162. (MIRA 16t1) (Frozen ground) ~,L.A_,,,,_-doktor tekhn. nauk; LF.YKIN, M.G., inzil. f Power indices of the work of cutters on stonecutting machinery. 1~ Makh. stroi. 18 no.1-1:11-12 N 161, (KIRA 16:7) (Inkerman--Stonecutting) ZEN 'KOV I.S., prof.; P71ROV, N.M.; KOTOVICH, B.M., dots.; GALI,FF,,~M, doktor tekhn. nauk; ZENIKOV, I.S., _1 IR"97F., red.; TITOVA, B.V., red. [Main trends in the mechaiiization and automation of the construction industry; introductory lecture for students in the construct:-on and mechanics courses of the All-Union Engineering and Construction Cor- respondence Institute] Osnovnye napravleniia v mekha- nizatsii i avton.atizatsii stroitellstva; vvodnaia lektsiia dlia studentov stroitelinykh i inekhanicheskikh spetsiallnostei VZISI, 1961. 23 p. (MIRA 17:9) 1. Moscow. Vsesoyuzriyy zaochnyy inzhenerno-sTroitelliVy institut. i t:3 L 30783-66 EWP(k)/FI-i7(d)/Eliri(-m)/EWP(h)/T-2/EWP(1)/EWP(w)/EWP(Y) IJP(c) EM ACE NR~ -AP6022100 SOURCE COM uR/ouli/6gTo-&o-/6o-2rob4~/o-c4-3-1 AUTHOR: Gal 'porin, X. 1. (Engineer); Chakulayev, A.. V. (Engineer) ORG: none TITLE: Transport by water of add-shaped, heavy working.rotors of powerful radial- ,wdal hydro-fu-ibines SOURCE: Energomashinostroyenlye, no, 2, 1966, 43 TOPIC TAGS: inland waterway transportation, transportation equipment. crane, turbine rotor ABST,UCT.. The experience of shipping two large, heavy turbine rotors from Leningrad to Krasnoyarsk on the Yenisey Rii~or showed that the loading, shipping and: unloading presented no insurmot-nt!xble problems. The material was loaded at Leningrad with a 350-ton cranu,\w\%nd shipped during July And I early August to the destination. The greattst problems were created by locks on the Belomorsk-Baltic canal which wore too small to admit the trans-' :port barge plus tugs, requiring the barge Vj be pushed into the locks vath usage of only one tug. The methods used to fasten the heavy rotors down in the barge proved satisfactory, even urvier atom conditions.. fJPR_s7 SUB CODE: 13 / SU34 DATE: none / ORIG REF: 001 Card 1/1 0 UDC: 621.224.0o4 ~,;~Acc Me AP60181689 SOUR" CODEJ lot/OU4 651060/0031003210034 AUTHOR t Bron6vz*9 Go A i, (Engirwer _Gal,!j~ X&~16 (Eh :ORGs none tZ TITIEt Some aspects of the production of i Awbims for the llrasn4arskaya ltrdro-r- electric Station SOURCEt Energomashinostroysnue, nook 1 1545. 32-34 TOPIC TAGSt hydroelectric power plant mi al casting, welding, turbino S AB5TRAr The ~Ebnsltru ton of 'the worl Is first 50 thou And kfli~w ti T: :turbines raised numerous.new problems. . 1h a authors list ahd des.rribe detail basic peculiarities of the construction process.. Ifie Novo Kramatorsk Machine Factory had to develop new procedvres for castln8 the 36.; t half- sections of the outer rlms exceeding In s1ze those made for the~Bratakaya hydroelectric statiom Special methods hlive been developed also for the W casting of the BrOOO kg vanes by the join,.; effort of the Central.Scientific. Research Institute for Technical Machine-Wildingo the Nev~kly Aachine- Building Factory Im. M.Leniny and the Uningrad MetallurgicaV Factory Im. XXII Congress of the CPSU* The Novo-Kramstorsk machine Factory had to Solve the problems of producing the extremely large shaft (230011900 mm in diametex) tith a comparatively thin wall of. We ahaft (200. Wm)s , Further problems were, N UDCj 621*22436543-1.56 "ard 1/2 GALIFERN,_ILL., inzh. Concerning the principil schematics of electric substations. Elek. sta. 32 no.8*54-55 Ag 161. OMIRA 14:10) (Electric substations) GALIPERIII,M.M.; ANTIPOV,L.R. We should set up mass producti;in of uniform floor-type hand trucks. Tekst.prom.15 no-7:28-_30 J1'55. (MLRA 8:10) (Hand trucks'.. 6 6 11 a k h-' N a za r y a n C, v T n r!.1 'i'l T 1, :-1 T1,e iechanization of oecondary ALIXiliary Operations in Textile Enterprises ~Mekhanizatsiya podsobno-vspomo6atel'nykh rabot mt tei,,stil-nykh predpriyatlyakh) v z.i A I Oi~I CL: iekkia-nizatsiya TrtidoyOmkikh i 'Py,-izhL'1yj0i Habot, 10Y3, J1, 4, PP (US-O-R) AbS'~hACT: This article criticizes the lack of mechanization of internal transport .-r the textile industry. A study of this matter was conducted by the Tsentrallnyy natich!io-.i.,3sletiov-ltt-llski,,, insti- tut khlopchatobumazhnoy promyshlermosti ~The Central ~jcientific liesearch Institute of the Cotton Industry). There arc. -2 figures. 1'.VAIL,i~BLE; Library of Congress Card 1/2. 1. Textiles-Tran3por'Latim 2. TeAiles-Production GALIMIN, M.M., ANTIPOV, Lev Romanovich, inzh.; GAL-' FF!RZI, jji~hq44 Moiseyevich~ inzh.; KLETIERMAN, Zi,-.oviy lzrailovich, inA.; C~VMMTTA, V.N.p red.; VINOGRADOVA, G.A., tekhn. red. (Mechanization of intrafactory transportion in the spinning factories of the cotVn industry] Mekhanizatsiia vnutrifab- richnogo transporta n.-.priadillrjykh fabrikakh khlopchato- bumazhnoi promyshlennrsti. Moskvap Gizlegprom, 1963. 226 p. (MMA 17:2) retsenzen~ t!i A,G.kLZHPIIOV~, I.A., red. [-T,~lndamentals of mechanization and automation in the textile induStT7] O.,;no-,,y Wkhanizatsli i avtomatizat--31i proizvoiot'va v tekstillnoi prorrjsILIPaziosti- Moskva, !:,d- vo ItT egkaia industriia," 1964. 21*5 p. 041FL11 SADOV, F.I., cb)~tor- tekhn. nauk, pruf.; CHAPLINA, N.D.; IVLIYFV, V.G.; LUHIYE, A.L.; ABEZGUZ, A.Ya.; DYEO, F.M.; ESKBI, I.L.; VASILIYEV, G.V.; GALITIERIN, M.M., retsenzent; IL'INSKIY, N.S. retsen P.V., doktor tekhn. nauk, prof., retsenzent; MOSHKIN, V.I., retsenzent; RUDAKOV, D.N.p retsenzent; TSVETKOV, M.N., retsenzent; DUKIIOVNYY, F.N., red. [Design and planning of finishing factories foi- the cotton industry] Proektirovanle otdolochivkh fabrik k]Llopchato- bumazhnoi pronTshlennosti. Moskva, Logkaia industriia, 1965. 355 p. (MIRA 18:7) GALIPERIII~ M.M~ Mechanization of the conveying of weaver's beams and of theIr installation on looms. TekBt. prom. 25 no-90-12 S 165. (MIRA 1. Zamostitell nachaVnIka otdela po mekhanizatsii transporta Goexidarstvannogo proyektnogo Instituta No.1 po proyektiravainlyu predprlyatiy po tekstillnym otraslyam pronVahlennosti, -,-~ , tt Z, MIKHAYLOV. N.V.. doktor tekhnicheskikh nauk; GAL'PKRIN, M.P., kandidat tokhnicheakikh nauk. I . ~ I I I I Im Useful book ("Using reinforced concrete sections in people's democracies" by N.M.Kurek and K.T. Ostrovskii. Reviewed by N.V. Mikhailov, M.P. Gallperin). Stroi.pred.neft.prom. I no.8; 31 0 156. (MLRA 9:12) (Airope, lastern-Reinforced concrete construction) (Kurek. N.M.) (Ostrovskii. M.V.) AHPT1_ gl'~ i!tf Ill --'---... ACCESSION NR: AP4044827 6/0280/64/000/004/0081/0090 AUTHOR:_ Gal 'perin, NI.V.(Moscow); Korotkevichp G. L(Hoscov); lansker, 1. No (Moscow); Ry*baaov, V. 1. (Moscow) TITLE: Solving nonlinear mathematical programming problems having one or more i extrema on analog computers SOURCE- AN SSSR. Izvestiya. Tckhnicheskaya kibernetika, no. 4, 1964, 81-90 TOPIC TAGS: computer programming, analog computer, nonlinear programming, mathematical programming, Pyne gradient method ABSTRACT; The authors discuss Pyne's gradient method for analog computer solution of linear and convex programming problems from the standpoints of accuracy, speed and controll ability, A monotonous convex function is considered, using a plecewise linear approximation, and an expression is derived for the time to solve a one-extremum programming problem using Pyne 'a method; the errors in the solution are also'investi- gated. Using broad-band transistor amplif lers with a 100 ns time constant and &-blocks -having a 50 ns riactime, a linear or quadratic problem can be solved in less than 10 ducing multiple-extremum problems to a jusec, Methods are next considered for re f 10to set of one-extremum problems suitable for determinate solution (in contrast to the arlo rsppri7iacb) 'rho block-dingram for solving the mutiple extremum problem ACCESSION N-R-, "4D44827 As-then discussed in detail. Limitations of the method ar-a determined basically by the Uitib accuracy of the function generator, the performance of diode nonlinearity units add the speed of the analog unit, which can volvo, on the average, 5 x .104 one- extremum problems per second, typical times being 1-2 hours for an accuracy of 2% and 5 minutes for 3-4%. Thus, the method Is useful for finding the " of rough global minimum which is adiwpate for many control problems. Orig. art. has- 3 figures and 42 formulas. I ASSOCIATION: none MMMITTED: 27Nov63 ENCL: 00 BUD CODZ: DP NO REP SOV: 004 OTHER: 003 C?7,d 2/2 ACCESSION NR: AP4036517 510103/64/025/005/0724/0726 AUTHOR: Ga rin (Mos cow) TIT.LE: Analysis of the error of electron analog devices due to finite passband of operational amplifiers SOURCE: Avtomatika i telemekhanika, v. 25, no, 5, 1964, 7Z4-726 TOPIC TAGS: amplifier-$ operational amplifier, operational amplifier error ABSTRAG-Z. Based on P. Dow's (Trans.' IRE, PGECI V. 6, nd. 4. 1957) and B. Macnee Is (Proc. IEE, v. 111, 1952) findings, these formulas for maX and min relative errors are derived: Kr where K kIR;; Ty is the time constatit of the closed amplifier. R jCA T C.~d- I ,ACCESSION NR: AP4036517 n is the number of summing amplifiers; e is the bais of natural logarithms. Orig. art. has: 14 formtdas. ASSOCIATION: none SUBbUTTED: ZO.Mar63 DATE ACQ: 03Jun64 ENCL: 00 SUB CODE: ZG NO REF SOV: 001 OTHER: 1002 A t-wd I It L V li'zi".1 ;flt ACCESSION NR: AT4014052 6/3073/63/000/000/0237/0247 AUTHOR: Gallperin M. Ya. TITLE: Effect of surface damage* on fatigue strength of structural steels SOURCE: Prochnost' metallov pri peremenny*kh nagruzkakh; materialy* tretlyego soveshchaniya po ustalosti, metallov, 1962 g. Moscow, lzd-vo AN SSSR, 1963, 237-247 TOPIC TAGS: fatigue, fatigue strength, steel, structural steel, steel fatigue, surface damage ABSTRACT: Surface defects of small extension and depth, such as marks, scratches, saw cuts and nicks, are frequently encountered in practice. However th-re is not sufficient inform:ition available with regard to the effect of such damage on It,; -fatigue strength. An investigation was carried out to determine the influence of surface damage of very limited extension on the strength of the structural steols 45 and 45 Kh. The composition and mechanical properties of these steels are tabulated (see Table I of the Enclosure). The extent to which the geometry of notches, e. g. , length, depth, and area occupied by the a d je in the net section, changes the -fatigue strength of tested specimens was determined. IM ition, defects of limited extent were compared with corresponding continuous ring grooVes with respect to their effeat on fatigue strength. For static strength tests specimens Card ACCESSION NR: AT4014052 7.52 mm. in diameter were made of both of the tested steels. For fatigue strength tests specimens 7.52 and 15 mm in diameter were used. Ring grooves and notches of limited extension simulating local defects were ground with a depth of 0. 1 to 1. 7 mm and with a bottom radius of 0. 05 to 2. 5 mmi as shown in Fig. I of the Enclosure. Reference tests on static strength were performed on a hydraulic testing machine at a deformation speed of 1 mm/min. Rotation bending fatigue strength tests were performed on a NU-Wpe machiAe at a frequency of 2860 cycles per minute. Fatigue strength was determined for a 107 cycle life. Theoretical stress concentration factors at the ring grooves, determined according to Neuber, attained values of Kt - 4. 6 for 7. 62 mm diameter specimens and Kt = 6. 5 for 15 mm diameter specimens. Stress concentration factors cannot be determined by Neuber equations for notches simulating local damage on cyclindrical specimens. On the basis of test results, the fatigue notch factors Kf were obtained for both notched and grooved specimens; Kf represents the ratio of the fatigue strength of a smooth specimen to that of a notched specimen, whereby Kf values are lower than Kt values. Fatigue notch factors Kf were plotted over geometrical parameters of the notches sections. Table 2 of the Enclosure give's a comparison of fatigue strengths of grooved and notched specimens at various groove (or notch) parameters for the investigated steels 46 and 40 Xh. On the basis of the test results, it was- concluded that. (2) surface Aefects of limited. extenaion, rounded at the Card. 2/16 ACCESSION NR- AT4014052 notch bottom with a radius of 0. 1 mm on cylindrical specimens of 7.52 mm diameter do not reduce the static strength of steel 46 Kh provided the depth of damage does not exceed 1. 0 11111111, nor the static strength of steel 40 IQ provided the depth of damage does not exceed 0. 3 mm; (2) for specimens of the same diameters, surface defects of very limited extension, rounded at the notch bottom with a radius of 0. 1 mm and having different depths not less than 0. 05 mm, reduce the fatigue strength of steels 45 and 40 Kh at the same rate as do continu- ous turned ring-grooves of corresponding depth and bottom radius of curvature. ~ In the ca" of high strength steel 40 Kh, the comparable values scatter within 5 to 10%; (3) with a change in the absolute dimensions,- surface defects of limited extension, rounded at the notch bottom with a radius of 0. 1 mm have a more pronounced influence on the fatigue strength of round shafts with steel 40 Kh (high strength); (4) surface defects of limited extension, rounded at the notch bottom with a small radius may be more detrimental to fatigue strength than continuous turned ring"grooves of the same cross-section; these re- duce the fatigue strength of round shafts of steels 45 and 40 Kh by 18 and 30%, respectively. Orig. art. has: 4 tables, 12 figures and 6 formulas. ASSOCIATION: none SUBMITTED: 00 DKrEACQ: 20Feb64 ENCL: 03 SUB CODE: MM#AS NO REF SOV: 004 OTHER: 001 Ca,cd 3/~ GALIFMN,_�.Ya._~ LNENDINSKIY, A.P.; ZNUNSKAYA, 11.0. ...... Knock testing of automobile engines. Trudy lab.dvig. no.1:61-87 '55. (Automobiles-,laginoB) I (MA~ 9:9) ARONOV,D.M., kandidat tekhnicheakikh nauk; LICBEDINSKIT, A.P. GALIP)MIN, M.Ya. Nonuniform performance of engine c7linders and gasoline octane requirements. Avt.i trakt.prom. no.4:3-8 Ap '57. (MLU 10.5) l.Nauchno-issledovatellskiy avtomotornyy institut i Institut mashinovedeniya AN SBSR. (lutomobilee--Itnginea--Cylinders) (Gasoline--Antiknock and antiknock mixtures) BOV/180-59-2-10/34 AUTHORS: -Gallperin M.Ya.,_ Kostyukova, Ye.P., and Rovinskiyj B.M. oscow TITLE: Change in the Substructure of Metals in Repeated Cyclic Loading (Izmeneniye substruktury metallov pri mnogokrat- nom tsiklicheskom nagruzhenii) PERIODICAL: Izvestiya Akademii Nauk SSSRI Otdeleniye telchnickeskikh nauk7 Metallurgiya i toplivo, 1959, Nr 2, pp 56-61 (USSR) ABSTRACT: Increasing attention has been given recently to the substructure of crystal grains. Roviiiskiy and Rybakova (Ref 5) and others (Ref 4)-have shown that the yield- point strength and hardness increase with decreasing sub-grain size. The present work deals with substructuTall changes in 99.99% pure aluminium and electrolytic nickel during repeated cyclic loading at 25 cycles/second an a type MP-150 machine. Fig 1 shows tile form of the test pieces. Aluminium test pieces were annealed for tuo hours at 450 - 500 or 600 OC to obtain weakly- or stronaly-developed substructures7 respectively. Niok,ei test pieces were vacuwn annealed for two hours at 9000C. The strain during tests was determined with a type lard 1/3 EIDU-DIASh meter with the aid of wire stra"in gauges glued SOV/180-59-2-10/34 Change in the Substructure of Metals in Repeated Cyclic Loading to the specimen. The substructure was studied by the X-ray back-reflection method using a type BSV-I tube with a copper anode and linear focus (Fig 2). Figs 3 - 7 give pa terns obtained after various numbers of cycles, (UP to 10~) - Figs 3 and 7 rela tod to aluminlutu previously annealed at 450 OC tested under repeated and variable sign bending7 respectively, and stresses of 1.55 and 1.75 kg/MM2, respectively -Figs 1+ and 6 relat';:-~ to the repeated bending at stresse; of 1.55 and 1.75 kg/MM2, respectively, of aluminium previously annealed at 6oo oc, and Fig 5 to that of aluminium at a stress of 1.75 kg/mm2, previously annealed at 500 OC. The mechanical properties of aluminium with weakly- and strongly-developed substructures were compared: the results showed the superiority of the latter material. The work showed that in cyclic deformation the grain Substructure of both aluminium, and nickel became more complicated, this occurring in the early stages and Card 2/3 ceasing after a definite number of cycles. The changes which occur in cyclically loaded aluminium depend on the nature of the substructure in the original grain; the SOV/180-59-2-10/34 Change in the Substructure of Metals in Repeated Cyclic Loading less pronounced this is, the greater are the changes. There is a definite relation between the hardening of the specimen in the initial stage of cyclic deformation and the development of its substructure. Substructural changes do lead directly to fatigue failure. There are 7 figures and 14 references, L~ of which are Soviet, 9 English and 1 German. ASSOCIATION: Institut Mashinovedeniya AN SSSR (Machinery Institute of the AS USSR) SUBMITTED: March 15, 1958 Card 3/3 sov/i8o-59-4-14/48 AUTHORSt Gallperin, M.Ya., Kostyuk-ova, Ye.P. and Rovinskiy, B.M. ("%T0 s -cow-) TITLE: The Influence of Cvclic Loadin on the Structure of Deformed Pure Metals PERIODICAL: Izvestiya Akademii nauk SSSR, Otdeleniye teklinicheskikh nauk, Metallurgiya i toplivo, 1959, Nr 4, pp 82-87 (USSR) ABSTRACT: X-ray studies of structural changes occurring in 99.99% aluminium~6nd electrolytic nickel)~~ere carried out. Samples were annealed preliminarily deformed to 1, 2 or 490' and subjected to cyclic stressing by bending. X-ray pictures are shown for the annealed sample, the sample after deforming and the sample after various numbers of cycles in Fig 2, 3, 4 and 5 for aluminium and Fig 7 for nickel. The annealed samples of both aluminium and nickel give sharp interference spots corresponding to simple structures with fairly perfect crystallites. After the preliminary deformation the spots are more diffuse because there are subgrains present and the subgrains themselves are not perfect. The behaviour of nickel under subsequent cyclic loading is different from that of' Card 1/2 aluminium. For aluminium the sharpness of the spots SOV/180-59-4-14/48 The Influence Of Cyclic Loading on the Structure of Deformed Pure Metals reappears. This restoration is greater, the greater the amplitude of the stresses and the smaller the preliminary deformation. No restoration is observed in the X-ray picture of nickel. It is thought that the difference in behaviour occurs because aluminium has a low temperature of recrystallization. The increase in perfection of the subgrains is thought to be it thermal process causing recrystallization 1~in situ" to take place. There are 7 figures and 10 references, 3 of which are Soviet, 6 English and I German, SUBMITTED: April 23, 1959 Card 2/2 rA -14 41 lit 10-14D 28971 S/179/61/000/003/014/016 E073/E535 AUTHORS. Gal-'perin, M. Ya.-,,- Rovinskiy, B.,M. and Sinayskiy, V.M. Moscow) TITLE: On the influence of preliminary tensile plastic deformation on the fatigue strength of steel PERIODICAL: Akademiya nauk SSSR. Izvestiya. Otdeleniye tekhni- cheskikh nauk. Mekhanika i mashinostroyeniye, 1961, No.3, pp.161-162 TEXT: Most authors mention only an increase in the fatigue strength as a result of increasing work hardening produced by applying tension, N. 1. Chernyak (Ref.l: "Fatigue strength of preliminarily stretched steel". Symposium Tr. In-ta stroitellnoy mekhaniki AN UkrSSR, 1953) found that a small amount of plastic deformation by tension does not increase but lowers the fatigue of steel. For J = 1.0-2.41% a minimum fatigu; strength in reached, then the fatigue strength increases and for 6 = 12% it reaches a value corresponding to that of undeformed steel. The work described in this paper was carried out for the purpose of Card 1/f.,. 28~71 On the influence of preliminary S/179/61/000/603/014/oi6 E073/E535 determining the relation between the magnitude of' oriented residual microstresses occurring during plastic deformation in tension and the drop in the fatigue limit. Medium carbon stee1v Steel 45, of 25 mm diameter was used in the tests, the mechanical characteristics of which were as followsr 2 39.8 kg/mm CTB= 66.o kg/mM 2 5 ~- 22.2%, 4.89%, ak = 9.1 kgM/cm HB = 152 Several batches of specimens, 12 in each batch~ were produced. The shape of the specimens was such that the same specimens could be usedwithout further machining.for the fatigue tests. The gauge length was 226 mm, the 20 mm long central section of which had a diameter of 8 mm,, Fig.l. After machining to the desired size and surface quality the specimens were annealed in vacuo at 7800C for two hours and then allowed to cool together with the furnace. Following that, they were stretched at a rate of 2 mm/min within a range of 0 to 100A, For the gauge length the Card 2/5 28 9 7 1 On the influence of preliminary ... S/179/61/000/003/ol4/oi6 E073/E535 error in measuring the length did not exceed 0.,03%. The fatigue tests were carried out with a loading frequency of 3000/min for a total duration of 107 cycles. Prior to the fatigue tests, the oriented microstresses were determined by X-ray methods; two X-ray diffraction patterns were taken from the same spot, one befora and one af ter loading. The obtained results are plotted in Fig.2 and it can be seen that the maxxmum drop in the fatigue strength was achieved in the range of preliminary deformations of I to 2%, which is in good agreement with the results obtained by Chernyak (curve 3). The deviation between his results and the results of the authors of this paper (curve 1) is attributed to the fact that Chernyak did not anneal his specimens after machining. Fig.2 also given the relatxo2 between the magnitude of the oriented microstresses a (kg/mm ) and the magnitude of preliminary deformation (curve 21. It can be seen that this curve has a minimum approximately for the same range of plastic deformation as was observed for curve 1, The curves 1 and 2 show similarity for small plastic deformation s~ the influence of work hardening starts to manifest itself at C n 2% which leads Card 3/5 X 2 ~", /1 7 1 On the influerlne of preliminary S/179/61/000/00VO14/016 E073/E535 to an increase in the fatigue strength. The obtained results confirm the assumption o 'f the dec~ialve role of residual oriented microstresses on the fatigue strength. This is in good agreement with da"a published earlier by the authors (Ref.64 Iz-r.AN SSSR, OTN, Mekhanika i mashinostroyonlye, 1961, No.2) on the relation between oriented microstresses and the residual plastic deformation. However, it is not as yet possible to propose a simple mechanical model of the phenomenon since the magnitude of the oriented-microstresses is much greater than the drop in the fatigue limit. There are 2 figures and 6 Soviet referenc.as, ASSOCIATION% Institut mashinovedeniya AN SSSR (Institute of Ma,:hine Science AS USSR) SUBMITTED3 January 18~, 1.961 Card 4/5 26971 On.the influence of preliminary ... S/179/6i/000/003/014/016 E073/E535 8 Fixel Card 5/5 FiA,2 j6I w4s- 4 1 AUTHORS: Uzhik, G.V., Gallperin, and Teient'ye~a, Ya. K. TITLE: The Mechanical Properties PERIODICAL: Stal', 1961, Ro. 1, pp. S/ 133/1"1/0L`-'/00 --~/)!6 A054/A0331 b1 Y-a-., Noshelev, P.F., Livzhits, G. L., of Low-alloy S~eels (Plates) 68 - 73 TZXT: The.application of low-alloy high-strength steels instead of the standard Cr .3 cm -(Bi.-3sP) and CT .3 k n' (St .3kp) carbon steels makes it possibl to reduce the weight of thb -strujqtures by about 15 - 20%.. To determinate the 4 -i 96 mechanical properties of these type -bf-r-teels at lov., temperatures (-700, -1 OC) tests .,.-ere carried ok with. the 19P (19G); Q9r2*-(QqG2) ';.. 14r2 (14G2); 15rC (15GS 12X rH (12K%GN) gradb steels produced by the Allchevskiy' metallurgicheskiy zavod i 011~chev Plant), and, the "Krasnyy O'A-tyabr" Plant, having the followL in,,r chemical composition: TaUe 1: criemical composi-io, steel grade (Number 3 plate thickness,imm Card 1/ 8 of investfSated melts of-mel-s) S/ 33/bI/C-), 001/0' -3/016 T!ie Mechanical Properties of Low-alloy Steels (Plates) A054/,iO33 XUUMCKMA COCTall "CUCAOSANVIMN' rIjT3BOK, % TWC- MSPKM CTIAN cloom" P nJlagXN) UpIlix ANCT2 -!WA C of Mn NI Cr Cu. P S At TI jgr(4516) 9' 0,16 0.21 0.89 - - 0,020 0.035 0.019 - - 12xrH(25011) 12 0.15 0.22 1.22 1.04 0.36 0.07 0.027 0,030 0.03 0.03 14 r2 (I 5M) 20 0 14 0 27 1.38 0,14 0,26 0,15 0.037 0 020 - 7" 14 r2 (31s 4) 20 0: 18 0:33 1.62 0.12 0.21 0.13 0.034 0:023 - - I 5rc (3184) 20 0.12 0,55 1,22 0.11 0.16 0,11 0,032 0.018 - - I 5rc (3186) 20 0.16 0.72 1.32 0.17 0.29 0,14 0. 03o 0.016 - - om I 1 0,11 0.35 1.59 0,05 CieAM. 0,07 0,012 0. u32 0..03 C7eaw I - I I I I I Ir9l) LI i S I I The steels tiere tested for -tensile strength in the temperature range between +200 ana -700 ) 'I -1960C, for notch impact, strength and static bending, ( +200, C , more- over for fatigue, (flat specimens bent in one plane, a," +200C, cylindrical s 'peci- inens uitri b-0-nding and torsion).' The tensile strenth tests were carried out on a 30 -ton mul.tipurpose hydraulic test machinfi!,., in which, the speed of the upper I-rio is 0.3 1,TIOnin, the lower grip being 8tationaYy; the coolant used up to -700C was eti-iyl alcohol, and up to -1960C liquid 11. Prior to immersion each specimen wras held at the test -teviperaturb for 30-minutes. The notch impact strength tests were Card 2/ 0'' S/133/6!/000/001/013/016 The Mechanical Properties of Low-alloy Steels (Plates) AOF,4/AO33 made with lOxlOx55 nun samples with Mesnager notches. An M-30 W-30) type drop test machine was employed, as prescribed by rOCI' (GOST 1524-42).' For static bending the 30-ton multipurpose test machine was also used: the bending was plotted (scale 24:1) by a special device. Fatigue tests at room temperature with flat specimens were carried out with the 14YK (MUK)-100 type machine (for plain ~bending in one plane with a load frequency of 1500/min) while cylindrical samples were tested for the fatigue on 14Y(NU) type machines (3000 loadings/min). Samples ,of various thickness,. with polialie4 and'unk5round, stArfapes,, with and without notches were studied.,. Strength and,ductility: The relationship between strengt4 ductility and temperature for the yarious steel.gradesis shown in table 2, while figure.1 represents the dependence of the 6-0.2t, (a).and 6Bt (b) ratios on .,temperature. The strength limit of.the T 0.2 .. LTB. tested steels increases approximatelyin the same way to -700C, but increases intensively main- IyIn the 19G,type steel at~ -1960C., The transition of-thematerial from the plastic Uito,the brittle condition is characterized by the gradual change of the differqnces (6-1 -6o.2) and (Sk 6-1.2) under the effect of the temperature redue- 0 io'' _)B t n,-(Fig.;P . The,smaller the difference the nearer the material is to brittle- ness.., At -1960C the plasticity,of 19G, 12KaGN, OG2 and 15GS stqels'decreases considerably, mainly that of the 14G2 type. Elongation per unit length and la- Card 3/8 22579 S/133/61/300/001/013/016 The Mechanic~al Properties of Low-alloy Steels (Plares) A054/A033 teral compression are characteristic for the metal with regard to change in ducti- lity and its ability to maintain ductility even at low temperatures, which elim- Inates the risk of brittle fracture (mainly under dynamic load). These proper- ties do not change in 19G and 12HhGN grade steels and only .9ligWy in 14G2 and 15GS. The most sudden decrease in notch impact strength at temperatures between +200C and -700C could be observed in 1402 and 15GS (ake-I kgm/sq'cm), most prob- ably due to the heat condition of rolling. The smallest drop in this property (ak = 2.6 kgm/sq cm) was found for OqG2 steel. The trend to brittle fracture was tested by brittle loading (Fig. 4). The diagram plotted for prismatic samolm with Mesnager notches proves that the highest resistance against brittle fracture up to -700C is shown by OqG2 steel. 12KhGN is not highly resistant against brit- tle failure at -700C, AG2 loses its toughness already at -300C, 15GS also tend-s to j)ioduce elastic-plastic deformations at- all temperatures. Table 3 clearly shows-that 14G2-has the strongest trend to brittle-failure, between +200 and -7M (due to &*M&~er dairbon content), while the highest degree 'of failure resistance cax~'bW-*2und-~!. 'O9G2.. In the' fatigue tests the results were aIffected by the sur- face of-the.sa'm"plea. In rough,flat samples of l2KhGN ste#l'the fatigue limit is 31.8% lowIer than in samples having' a smooth surface. Polished cylindrical samples have a'higher fatigue limit than polished flat samples. The highest, fatigue lirdt Card 4/8 The 01-ecilanical Properties of Low-alloy Steels (Plates) A054/,!633 I.-las found in 15G8 steel (melt 326), while at room temerature there wras hardly any difference in fati4ue limit between the grades 14G2, 15GS and 19G, both for poli-hed and notched surfaces. Notched samples Ovith stres's concen'ration on the silt-face) have the highest fatigue limit when made of 19C; steel, (Fig. 7). There are 7 figures, 4 tables and 2 references:,l Soviet, I Neon-SoN--et Table 2: 'I~n'dices-of mechanical properties of low-alloy steels for tensile tests 1 steel grade; 2 test temperature 110MATeam XeX3HX4eCXMX cnol.c?s ""3%bAeripbsannmx iT ma paCTSDRe"He amen npit mcnEiranHax T m e 8- Mapes Type .-0.2 B CTMW C). mcnUTSHMN c CV-k% I/AA5 - go AMI % % kg/ mmr- kg/mm RE + 20 34.9-35,9 52,1-53.3 87,8-99.2 27,7-28.6 47.8-51.2 20 38.8 39.o -58,0 57.5 -98,8 96.0 .29.5-33.6 49.2-51,0 igr 40 4-41,8 41 59.u-59,3 96,9-IW.8 21,1-11*1 11*1-11*1 (19o) 70 , 44,0-44.3 61.9-62.4 IuO,4-103.3 30,0-32,5 47.3-48.6 - -196 88.6-88,8 93.9-94.2 118.2-118.9 ~ 20.6-22.2 21.5-2 -,5 + 20 44,5-45.9 63.2-63 .5 93.1-94.0 20.2-22.3 40,3-41.2 Card 5/6 2(1 46,5-47.4 67.2-67.3 C-8.9-99.9 22.3-94,3 39,1-39,5 Cyclic Metal Strength (font'.) 110V/6025 on and p,-owth of fatigue craclai, wit) roie or plastic de'orta'Ll In fatigue fracture, an accelerated method of deterrqtning fatigue strength, the plotting oC fatirr-iii dingrama, and various fatigue test methoda. New data are presented on the sensitivity of high-strength BLeel to stress concentration, the effect of stress concentration on the criterlon of fatigue failure, the effect of the vize ractor on the strent'l-Lh of metal under cyclic loads, and results of endurance testa of various machine parts. 'Problems connected with cyclic metal toughness, internal friction, and the effect of corrosion media cuid temperature on the fatigue strength of metals are also discussed. No personalitiev are mentioned. Each article Is accompanied by references, mot-tly Soviet. TA13LE OF CONTENTSt NATURE OF FATIGUE FRACTURE Oding, 1. A. Difrusionless Mechanism of Formation and Growth of a Fatigue Crack Card 2/.0 Cyclic Metal Strength (Cont.) SOV16025 of Differently Treated Materials Under Conditions of Assymetric Loading Cycle 123 Ivanova, V. S.. and M., Ya. Gallperin. Analysis of the - "U Possibility of' Applying Ne-w--C-ri -er-1-afor Accelerated Determination of Fatigue Strength 134 Lebedev, T..A..,T. K. Marinets, and A. I. Yefremov. Investi- gation of Cyclic Strength of Metals by Recording Fatigue Diagraw 141 Gushcha, 0. 1. investigating the Process of Fatigue Fracture of Metals by Measuring Magnetic-Hysteresis and Eddy-Current Losses 147 Panov, S. F. New Method and Unit for Vibration Fatigue Tests of Metals 153 Card 5/9 s/!37/62/oG0/01?/C48/O85 A006/A101 AUTHORS: Ilranova, V. S., Gal'perin, M._Ya. TITLE- An analysis of the possibility of using new criteria for rapidly determining the fatigue limit PERIODICAL: ReferativnTi zhurnal, Metallurgiya, no. 12, 1962, 102, abstract 121632 (In collection: "Tsiklich. prochnost' metallov", Moscow, All SSSR, 1962, 134 - 140 TOCT: The possibility is analyzed of using-criterion N..' determined from one of the fatigue curves (within the range of a given metal group), to establizh the rated value of the fatigue limit, according to formula -V 1 = . = Cicr applicable to fatigue rotation bending tests and symmetrical bending in one plane; 9-er is the critical stress or the stress causing failure ~t the critical number, of cycles Ncr' and Lx,,,is the cyclic constant. The number of cycles Ncr for investigating the group of low-alloy steels, can be calculated 2 from the formula N cr = CP ' TSE7A(3av , where Cp is the specific heat capacity; Card 1/2 S/137/62/000/012/0118/085 An analysis of -the possibility of using new ... A006/AI01 T. is the melting point; E is the modulus of elasticity; /'is the specific weight; Oav is the coefficient equal to 8.5 kg/mm2. The use of the new fatigue criteria makes it possible to reduce considerably the duration of fatigue tests; in the presence of sharp stress concentrators Ncr increases as compared to its. value for smooth specimens. A. Nikonov %,/. Abstracter's note: Complete translation] Card 2/2 S1 12 9/b 2/00(1/1 E073/E535 AUTUORS Groz i n 1.,-%v,) Z 11 , Candidate of' Techni co 1. SC j g.111- (--!;; ;111,4 Ga I L, ex i nM. Yo Eng-j neor On i 11C roas i lig the rn t 1 gue s t rengr t 11 I)v worlc-hal-411~11 I 11g, the surfnce with hal Is PERIODICAL: Me ta I I ovedeni.ve i_ 1, ermi cheskaya obi-al,r) t ka me ta 1 1 ot no 2. 1962, 43-115 TEXT- rhe avithor!q invest.igatc-d the iviritienct. or silt-ci,( work- Ila rd e n-i ng ot' smooth 10 mm diamr-ter stIOCLI11MIS Malle of, allf-111:41 ' o ised steel 45 (0 4%-' C; V Si ; 0 7,-~~ % I n , 0 0C r -0 , I,,"' N i 0,017~,6 S, 0,028% P) h.v mennq nI* a 3-b;%IA attachmput on a lotho The fatiple Lests wvro iti pure bendi.ng in a symmetric.11 cvcIn of r a frequency of 3000 eye[es/min with a tota.1 duration of 107 cyclf-, Various chnracteHst.ics of the work-hardeneff lover were produced by changing the condi(Amis of' urni-k-hardening so as to obtai-s a) various surface hardness val-iies with a constil-rit depth o I ( f) e work-hardened layer and h) varinu-~ depths of the work-h-,rd-i-f layer anti a constoril. stirl-ace hardnoss rhe Card 1/3 On increasang the Vat 0~ljc S/1 2()/02/000/0W-1/008/0 I," EO-IVE955 were arrived att 1) A reduction of tile Coed rnte and ;in increase in Ihe rimillit'l- ol' passes at t;1le appropri,jite py-c-s-gure brings about In ii1crease in hardness as well as an increase in the fatigue strength, provided that 6/R< O~2 (R - raditis of tile work-hardmied spt-c-ime--i'cl 2) The most rntion;il. hall wfi~zmott-t- i.., tho mie which produces maximun work-fia rdert in,% whilst s i tim I i o ri (.-mis ( yM." I [I I il i 11 1 1) 1, ratio 6/R> 0 2 3) For improving tile Cal.Lgue sti-engri-ii,the depth imil 114--grot, work- hardening must in every case bu-i chosen in accordaiiet- t"ith the ivork-hardened material ilml H14, 'Vork-finr(Imlifig rtmdiiforl, Tile paper conta.itis (it' 1114. Vatigrllf- strovtgl-h, 111v Ov-Ill ifork hardened Inyer imif the harfliies!i re-giti.ting I't,mr i-orh-lt,j~ 1-1!it as a function of pressiire ' food rate, bal.l. (finmeterandftnijuiber oi' passes9for a ba.11 load of '90 lig. Fig 2 Aimcs plot.-; of Llie o,; a F1111cliotl of' 111-~ increase in t1if- fatigite (Fi,g 2,0 zind tile relotive depth of' i-mrk-liirdet0tig (Fig '11)) There are 2 figttros I tal)14- mid -i .-:3oviet-blov rvi't-rpnct- Card 2/-~ S/032/62/028/012/018/023 B104/13186 AUTHOR: Gal'perin, M. Ya. TITLE: The use of metal testing machines in examining the dynamic strength of glass-reinforced plastic plates PERIODICAL: Zavodskaya laboratoriya, V. 28, no. 12, 1962, 1518-1520 TEXT; Attempts were made to test plastica of the type Ar-4f. (AG-4S), (SVAI-1) and "4-1 (PN-1) in the same manner as metal specimens on a cyclic bending test machine, type MYx-100 (MUK-100). The usual shape of test specimens with tapered test areas, holed. and notched for clamping, proved to be of little use. Furthermore, cyclic bending tests of the Flass fiber-reinforced plastics caused peeling due to defects in the fibers resulting from mechanical working. Therefore specimens in the form of bars with no holes and a minimum of mechanical working derects were uged, which were fastened into the testing machine by a special clamping device. The results (Fig. 2) show good agreement with those known from published data. 41"ith the clamping device thus modified, standard dietal testing machines can be successfully used for testing glass-fiber plastics (with a thickness of 'Card 1/2 T,I;v Use 01' motal testinL machines in... 2 1-0-16 .~m, ano] cross-sections, of 250-400 mm ). Fi6. 2. Fatigue strength of,glass- reinforced lastics. Legend* (1 ~' A C -4' (2) ~-~Atl (SV.AA!), (3) fT'I-l (PN-1). 17- (A) stress, kgAm2, (B) number of load cycles. k z3104 B 113 0 Th r e a r E., u r c- s an d ('nrd 2/2 SARKHOSHIM4, G.N., inzh.; GALIPLRIN M Ya., inzh. Mechanized welding in the rapair of automobile assemblages. Suar. proizv. no.9:29-32 S 163. (MIRA 16t1O) 1. Nauchno-issledovatellskiy infititut avtomobillnogo transporta (for Sarkhoshlyan). 2. Inotitut mashinov9denlya AN SSSR (for Gallperin). tip in .4 Lipe 71 32454-65 . ..... :-J.ACCESSION Wift: AP4047224 tion -per unitld J Th Viatijpavi i.M mngth.an& reduction; de 0 r, ei ighe ro. I;carbon-* io -dispIta b imens with'a. regruilarij*eldtp di.ded y it was d ye y spec serni-autoinatic weldi g. The J~' 6 ed!by pro~a~~4 u fkigud liffilt!ofspec tnens; tane gas torcif: exceeded that, of, Weld made~~6y lhi,~6 by, prove 50,6 Reinforced biitt joints produced:by rhaniia'11:0,rdpane 4u an inethO '.Morel resistai(it to fatigue- det jridrat6n Aha~h~ ke Mields, ttithe aili':ui6i li-:~ e. I guilairlseEim, hod wa4l ~3 dioxide~iby. d~dtb t * init.of specirriens welded it! carbon SI~Ini M113c me an t chiced'b~:mru, ro d higher. th t iaf of, simila Join s.pro 1~ acte~,Ylend. goo t rllh~ L 4 a * R ints 0 1-,~ 516 higher Ah q Simi arjp, L ani~ iobtainid b* " i eldin i rig; y manua;;propane", art, has: 5 -Mitures -and 2 tables i IATIO i~l ASSOC rifl:: Mal"Pep h MwashJ ',(91c1e4fth6 IlRise h Uhtit%4e UT" Machine 'S"kosh. lmw, (8,016 Lci:: R4. 6aj~01~1 vwt Ut6~~& Matial) 00~ SUMUTTED17Fe ENCL: Mll~b C b64 N 1000 R RVF SOW 003. OTHER- 6rd 2/2 T GALIFERIN;, M.Ya. Dotermining the tendency to brittle fracture in beams of varying sizes in the presence of' concentrated stresses. Zav. lab. 31 no.11:1384-1385 t0o (IMIRA 19: 1 ) 1. Costidarstvennyy natichno-issiedovatellskiy inst-itut mashino- vedeniya. L 0429D--67-- FWT(,)/TZ~,'WP(t)/-j,.TT Tji,(c) ACC IqRs AP601.8949 SOURCE COLE: UR/0126/66/021/006/0929/og3i, AUTHORS: RovInskiyp Be Me; Sina"kiyp V& M&; Gallperin, M. Ya. ORG: NII for Machine Design (NII mashinolredenlya) TITLE: Inv fatime- .4stigation of the stability of defects arising in metals due to metal SOURCE: Fizika metallov i metallovedeniyo, v. 21, no. 6, 1966, 929-934 TOPIC TAGSt aluminum metallurgy,, copper,, x ray diffraction atudy, x ray Bcatteringp metal crystal ABSTRACT: Y1_ he stability of fatigue defects in metals was studied on both aluminum and__qqppeP'specimens. The study supplements the results of an earlier investigation by B M. Rovinskiy and V. G. Lyutsau (RM, 1961, 12, 305). The work was carried out ~y measuring the change in x-ray scatterinq4)y the metal specimens in the fa- tigued and relaxed state. The effect ofAZLn&1on the plasticity and durability of cyclically deformed copper was also studied, The experimental data obtained in this part of the investigation were treated after the method of N. N. Davidenkov and G. T. Nazarenko (ZhTF, 1953, 23, 742). The experimental results are presented graphically (see Fig. 1). It was found that the intensity of scattered x-rays is notably depundent on deformation of the crystal lattice (caused by the cyclical deformations) and on aging (connected with the relaxation of the deformed crystal Card 1/2 UDC: 539.,43:539.292 T 04290-67 ACC NRs AP6018949 Fig. 1. Integral Intensity of the Debye line (400) of cyclically deformed copper as a function of aging period. Solid dots represent the relative scattered intensity for the specimens in the initial state. 1 - 107 cycles C- = 10 kg/mm2; max 2 - 106 cycles 9- 16 kg/M2; aging Max temperature - 80C. 25 so % I k~ stanlard 120- 61, 11~ 7 50 /go /so 200 Zia 300"1 Time- ho)jrs lattice). The authors conclude that the vacancy and micropore defects heal vith time, provided that the latter are smller than X (critical), that vacancies are precipitated on pores and cracks in excess of ;k (critical), and that a general coagulation of micropores smaller than X (critical) takes place in the nod specimens. Orig. art. has: 4 graphs. SUB COLE: U/ SUBM DATE: 02JU165/ ORIG REF: 005/ OTH MW: 002 V C"r'i 2/2 75 AW 5 b 2 ~ r ~P 40 Morph ol og teal and ~2'uyiot Ional Civln.~ o's .1,I t"It.) 7.510od ot, tho Br'-dn 1-3 Vq;7,-*L011t3 Diseases of the Latter as Seon on Roeiiti,~on Pictlirfic (Clinicoexoeriment,rd Rnr--.iof-riDhic Invest i-,r~at Ion) .11 Dr 1-W Sri, Ijeninl-r!td Pqychoneurolof~iczil Iurt, Lonlwrrmd, 105,4. (?'~"Ioiol, '10 41, Surve~-f of Scientific and Technical Dissortitions Defended at USSR ,,her "' H I p- -ducational Inntitutionr. (10) SO: Sum- ~ro- 481, 5 Mwf 55 GALIPERIN, M. Ye. Doe Med Sci --(dies) " The strictiondl method of diso-overtng toxin#s In oases of infectious diseases. (Clinical and laboratory study)" Mos, 1955 19 pp 20 cm, (let Mos Order of Lenin Mod Inst), 110 copies (KL, 7-57, 108) 12_~ ~ P. I ; - I- - - -- I - ;1 , - GAL 'PERIN, M. Ye. &w methods of early diagnosis of Infectious diseases. Zhur. inlkroblol.epid. I imimin- no.8:54-59 Ag '55 (MLRA 8:11) (SXRTJM DIAGhUSIS, in communicable die.) GALIF.I.PJN, M.Ye., dotsent; POPOVA, N.S. Interstitia.1 pneumonias in some infectious diae#aea. Sbor. trud. Kursk. gos. mad. inst. no.13a207-210 t5g. (MIRA 14:3) 1. Iz kliniki infektsionnykh bolezney (zav. - dotsent N.Ye. Gallperin) Kurskogo gosudarstvennogo meditsinskogo instituta. (PNEUMONIA) GALIF,~3RIN, M.Ye., dotsent; SMEYEV, V.I., assistent Influence of bromine and caffeine on the vascular reaction In patients with aqute abd chrgnic dysentery. Sbor. trud. Kursk. gos. mad. inst. no.13:2U-2X3 t58. (MIRA 141-3) 1, Iz klin-tki infektaionnfkh bolezney (zav. - do-tsent M.Ye.Gallperin) Kurskogo gosudarstyennogo.meditainskogo instituta. (BRWINE-PHYSIO:*ICAL EFACT) (CAFFEINE--PHYSIOLOGICAL EFFECT) EFT ES) (DXS~ENTERY) GALIPERIN, M.Ye.; SKRGXM, V.I. Vaocular reactions in patienta vithmmte and chronic dysentery. Vrach.delo no.3019 Kr 160. (MA 13:6) 1. lafedra infektsionnykh bolezuev Karskogo neditainskogo lusti- tuta. (DTSIINTIMT) (BLOOD PRISSUM) GALIPERIN, M.Ye. Iterated limits of certain trigonometric series. Uch. ZaD. Kab.-Bal. gos. un. no.17:3-4 163. Sufficient conditions for the summability of double series by Riemann's method (Rpq). Ibid.:4-6 (MIRA 17:1) ABRAMOV, Emmanuil Adollfovichi kandidat istorichookikh nauk;QA~*,!RAUX U kandidat Istarichoskiy nauk, 4uchnyy rodaktor; VLADIMIRSKIT, D. redaktor izdatel'stva. [The creative activity of the mosses is a great force In the struggle for technical progress] Tworcheskaia aktivusit' mass-yelikaia sj~& Y borlbe a& tokhnichookii progress. Leningrad, Ob-vo po rastrostrananflu. polit. I nauchn. znanil RSFSR. Leningr. otd-nie, 1956. 53 P. ( naA io:4) (Ifficiency, Industrial) GALIPERIN, Kikhail Zakharovich [11allperin, M-Z-1- kand.okonom.neuk; . ALIKSANMOVA, T.P., 6nd.ekonom. nauk. red. (Organization of smooth and rhythmic work in Industrial enterprises] Orgenizateiia rivnomirnol i ritmichnol roboty promyslovoho pidpriiemstva. Kyiv, 1960. 33 P. (TovaryBtVO dlis poshyrennia politychnykh i naukovykh 2nan' Ukrainalkoi RSR. Ser-7. no.4). (KIRA 13:4) (Industrial management) SO"KOLOVSKIY, Lev Osipovich; GALIFERIN, N.B., nauclmyy red.; SACIIIKOV, 14. 1. , red. ; PEIMERry ~,S. P..-) '_ te-Oin.. red. [Progressive methods of intricate shape aluminum alloy cast- ing] Progressivnye D-otody fasonnogo litlia iz aliur..inievykh splavov. Mo.9kva, Proftekhizdat, 1962 94 P. (Mll"A 15;7) (Aluminim foundingi GALIPERIN, X. I., and KVASIIA, V. B. "Determination and Maintenance of the Optimum Regime of a Temperature Field in Chemical Reactors." Report submitted for the Conference on Heat and Mass Transfer, Minsk, BSSR, june 1961. SHANIN, S.A.; BALABAY, F.I.; KONONEUKO, D.F.; MIJOLIN I G.I. [Mykulin, H.I.Jj BOROVSKAYAp N.V. (Borovalka, IT.V.]; SHINKEVICH, A.P. [Shynk--vychj,A.P.); LIBERZON, L.M.- A14ELIN A G [Amelin, A.H.); BURYAK, K.A.; PECHOMN, 9 V.V. [Piechonkin, V,V,I; iAiSENKO, N.N.; GALIPERIN N I Hallperin,, N.I.); PEBALK, V.L.; CHEKHOMOV, Yu.K. Inventions and improvements; certificates of inventions. )lim.prom. [Ukr.) no.2:62-64 Ap-je 165. (MIRA 18:6) GALIP.'RD1, if. K. The following is among dissertations of the Leningrad Polytechnic Institute imeni Kalinin: "Methods of Calculating the I-fear Time of Delayed-Action Electro- mapnetic Switches." 20 March 1950. Tr-ansition processes in delkyred- action electromagnetic switches have been investigated. Calculation was made of the transition processes with consideration of the leakage of the magnetic flux,, saturation of the steel of the magnetic conductor, and el-,-cly currents in continous sections of the magnetic circuit. So- M-1048, 28 Mar 56 GAL I FIERIN 1 N. K. "Methods of Calculating the Operating Time in Ellectromagnatic Delayed -Action Circuit B:reakers," (Metody rascheta vremeni srabatyvaniya elek-troragnitnykh vyklyuchateley s vyderzlikoy vremeni), Elektrichestvo, No. 7, 1950- LPI (Leningrad Polytechnic Institute) Dissertation for Candidate Degree -,T-!,, ;t, , ; GALI milif Ilikolay Semenovich; AIROSENKOVA, L., red.; TROYAITOVSKAYA, N. ClIew developments in the organization of the material and equipment supply system) Novoe v orgenizataii materialino-tekhnichoskogo enabzhenita. Moskva, Goa. izd-vo polit. lit-ry, 1957. 54 p. (Irviustry) (MIM 11:3) ARIEMOV, Yu.M.y kand. ekonom. nauk;.,QAL,-'Y;,~,BINO-N.S.t.-kamd. ekon. nauk; GUBIN, B.V.t kand. ekon. naukj ZHUKOV, V.N., kand. ekon. naukj OCHKOV, H.S. kand. ekon. nauk; OSKORDOV, V.P., starshiy ekonomist; BARNGOLISTSv S.B., dotsent, kand. ekon. nauk; SIBIRYAKOV, L.Ye.; IVANOVj N.N.; RABBOVICHy M.A.9 ekepert; LIPSITS,-V.B., kand. ekon. nauk; VOLKOV9 S.I.9 kand. eko~. na#; KOROLEVA, Ye.P.p aspirantka; RYWIN, S.M., red.; SUBBOTINA, K.v red., TELEGINA, T., tekhn. rod. (Planning and calculating the cost of industrial production] Voprosy pla- nirovaniia i kallkuliro*miia s6be&toixosti promyshlennoi produktsii. Mo- skva, Gosfinizdat, 1961. 183 p. (MIRA 14:.8) 1. Moscow. Nauchno-isOled6vat4o-ll,~ldy-fimnsovyy institnt. 2. Sotrudniki Nauchno-issledovatellskogo finansovogo institute. (for Artemov, Gallperin, Gubin, Zhukov, Ocbkovt-Oskordov) *-3. Vsesoyuznyy zaochnyy finansovo-ekonom. institut (for Barngollts).4.Glavnyy ~~galter Moskovskogo elektrozavoda (for Sibiryakov). 5. Starshiy konsulltarvt Upravleniya bukhgalterskogo ucheta Ministerstva finansov SSSR (for Ivanov, Rabinovigh). 6, Nacballnik podotdela obshchikh ekonomicbeskikh voprosov tsenoobraxovaniya Byuro tsen pri Gosplane SSSR (Lipsits). 7. Moskovskiy ekonomiko-ptatistichd'skiy in- stitut (for Koroleva) (Costat Industrial) W-LIPERIN, P., Ya. "Fo6t-Laukotomic Psychological 6hanges in Schizophrenics," Nevropatol. i Psikhiat., 17, No.4, 1948 Psychiatric Lab., Central Inst. of Psychiatry