SCIENTIFIC ABSTRACT SOKOLOVSKIY, O.P. - SOKOLOVSKIY, S.M.

• Document Type: CREST
• Collection: Scientific Abstracts
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00513R001652120016-7
• Release Decision: RIF
• Original Classification: S
• Document Page Count: 100
• Document Creation Date: November 2, 2016
• Document Release Date: August 25, 2000
• Sequence Number: 16
• Publication Date: December 31, 1967
• Content Type: SCIENTIFIC ABSTRACT

GRABOVSKIY, L.K., inzh.; BASHILOV, G.N., inzh.5,q_Q~Q40YSK.IY, 0,.,P.,, inzh.;
KWNOSELISKIKH, S.N., inzh.; ANTONOV, P.A.; BYKOV, V.A., inzh.;
DANILOV. G.G., inzh.; GELIFENBLTN, Ye.Yu., inzh.; FILIP, M.M.,
inzh.; MAKARCU, B.V., Inzh.; RAGINSKIY, D.M., inzh.
Equipment of a working line of hot rolling mills. Sbor. st.
NIITIAZHMASHa Uralmashzavoda no.6-.-10-96 165.,
(WRA 18:11)

'ER V - N.
36KOLOVSVY, 0. V., ~lUdYMI, 11. M., ALLIKSOMV, F. A. GOLBEK, G. R., SFYI' , '
WSILYEVA., DI. A., MAYDEBOR, V. N. (IfSGR)
"'Pritium in Undergvound Water Studies."
-1
report presented at the Conference on Radioisotopes in Metallurgy and Solid Statf~-
Physics, IAEA, Copenhagen, 6-17 Sept 1960.

SOKOLOVSKIY, P. CSokolovalkvi, P.1; SAVOIffUt M-
Let's spead up construction. Sill.bud. 7 no.12:20
D '57- (141RA 13:5)
1. Kolkhoz imoul Engolfsa, Ostrozhatskogo rayona, Rovenskoy
oblasti.
(Ostrozhots District--Farm buildings)

SOKOLOVSKIY, P. (Kuybyshev); TOCIUdi, 11. (Gorlovka)-, LISNYfi.K, II.;
.'-'(Lutsk)
Lectures on fire prevention. Pozb.delo 4 no.8:11 Ag 158.
(Fire preventina-Study and teaching) (MIIU 11:9)

TJITF ~A,
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Dc'
% :
Fe " .:-,
+':e (cao + I.-!Z:,o /S 0 4- * C,
I- 11---_7 .: _- 1 - " E Tf 21C __L E

_Tro~'U.--,-on c.,' -J,ic Dut:t Lt tLe Belovo Unc Works
n, e t t.,l s c c, r. c e rt -1, t e Cl i n t h emu-.te aiiul -~Ilojr (u*L'-JOU, &
coT:-,er loss 4 sla-- TILle elect-rol-l-arm-i c process
)-(9 rec i of electrodez, 100 kE~ o41
red 5-7
C.~
. Cl 0 - -Z "'. 0 0 e r t- o Ie o --:' z I no du s t + L e
3
-Drodlilctlioia cost ~---r beir~6--- 2800---1900 rc.-Lj:cles.
e c~--- E de----, s eit i c r of inc i-nt o 1 i -2ui d --metal Las
iiot bee-,-i t-doTteO- t~ie of tLer- clu-st is
conrurAlve'- "o-, is, --Ilrrt L-nd _:~Ust-
.L ~L- j - 1.
is defec--ive: tLese problems are being
studiet'. tl?c. Gir-,tc-ivetmet Institute.
Tl-.,ere is 1 fi,,-Ure,
-~SSCCI..TIO--'.: 7-7:c-lovsl7iy Tsiii~~cvyy -r'e--;Dd -Z-~L~~ 77G-rks)
C-urr~ -~ /3

SCKOLGVSKlY, P. 1.; LE~3EVITSKIY, N. N., BULHNEVICH, A. M.
Iznos Tramvainih Relsov (wear of Trolley Car Rails), Moscow-Leningrad, 1948.

SOKOLOVSKIY, P.-I., kandidat tekhnicheskikh nauk.
Requirements of structural steel. Standartizatsiia no.l:)7-39
Ja.-F 154. (MLRA 7-2)
1. TSentral'nyy nauchno-issledovatellskiy institut promyshlennykh
sooruzheniy. (Steel, Strucutral)

SOKOLOVSKIT, P.I.,-,kandidat tekhnicheskikh nauk; KOCEMTOT, A.I., inzhene;?G'
- _7
Evaluation of the mechanical properties of steel according to
acceptanne tests. Standartizataila no.4: 48-52 Jl-Ag 154.
(MLRL 8:2)
1. TsNII proWshlennykh sooruzhanir.
(Steel--Specifications)

improved Bessemer steel for welded structuzei. A. Ila.
",,d P -s i , Iroila'. Prom. U, Na 7
- y 77'
54 !~~g C., of At and Ti
~.m' 1 0 1 "
'51ed J3 C, 0,49
0.1".20 Si. 01932-0-038 S, 0-0-j-3-0-0-15 P wcrc compared
%vith 311 open-ficarth stcel carrying 0.10% C. 0,43-0.47 hfit,
Killingpractice
used is not described. BeF5critur stee) is ~trtuigcr but wore
brittle than the open-hearth slock and axv~ less than the
latter after cold-w'Irkilig. V"OdO ~JwvimCI15 show M .1
Itigher impact strength fdr Bc,citicrstalailfl U IM%" trttl-ii-
ticiii poitit. Dam are TircZe,irc-d kraphicaliv. D. Gat

SOKOL(WSKIY, F.I., kandidat tekhaichookikh tauk; GLADSHTM, L.I., iazhoner.
Daterminiag the tendency of low-carbou steel to mechanical ageing.
Standartizataiia se.6:41-45 N-D 155. (KI.RA 9,:2)
(Steel--Tentiug)

,f - ~ 1~ . .i -p
. .1 .; , v- " ,
BRODGKITI A.Yao; KOSYM, Y.F.; SOKOLOVSKIT. P.I,
M.- ~,-
Corrugated concrete reinforcements made of low allow 25G6 steel.
Strel. prom. 33 no.9:36-38 S t55. (MM 9:1)
(Rainforcqd concrete)

SOKOIA)VSKIY, P.I., k-andidat tekhnicheakikh nauk.
Requirmments to be included in the All-Union State Staidards for low-
alley steel. Standartizatalia 19-3:32-36 MY-Je $56. (MLRA 9:9)
1.?Seatral'Vy nauchno-issledovatellskiy institut promyshlenafth sooru-
zheniy. (Steel alloys--;Stamd&rd~)

SOKOWVSKIY, P.I., kandidat t-l-huicheakikh nauk.
I O_k~
ReoponBe to S.E.Khanin's article "Fatigue process in metalW' Stal, 16
no.8:741-742 Ag '56. OWA 9:10)
I.TS~ntrallnyy naitchno-issladovatellskiy institut promyshlennykh sooruzhe-
niy.
(Metals--Fatigue)

-4c ~

Epp
- 7M
-'Ang y4g'~aad~~ile p 11 '40 f24 p*~-opwed steel$
UTs
1': o
!iom 'Nf,:0.L5-0-R Cu are
-added alove or I
b4~y are ivtcuded to have
III Min- elongation,
awl an Impet str4ngtl~ of aot-lct~z diim 3 tra. at.
10 ',Velding aad cialrasian icsistance pro~--Ai~s am not
d=ribcd.
cat

SOV l 2,r,-",8-::-7 '15
./ .1
AUTHORS: Brodskiy, A.Ya,, Sokolovskiy, P.I. and Frid-man, -A."'.
TITLE: Spot Welding of a Reinforcement Framework wi-th Heat Treat-
U the Ma-
ment of Cluster 7oints Between the Electr-de~-: of ~
chine (Tochechnaya svarka armaturnykh karkasov s rermiLchc-k-
koy obrabotkoy uziov mezhdu elektrodami mashiny)
PERIODICAL; Avtomaticheskaya svarka, 1958, Nr 3, pp 50-56 (USSR)
ABSTRACT: Thus far, reinforcement frames for concrete structures were
are-welded. Experience has shown that contact spot welding
is cheaper and more efficient in the production of reinforce-
ment frames without diagonal links. However, joining three
or five periodical-profile "St 511-steel bars into cluster
joints by contact spot welding entails metal hardening at
the joint, caused by fast heating and subsequent fast coo'.-
ing. The article gives a detailed description of exper,-,-
ments carried out for the purpose of eliminating this hard-
ening. Engineer V. Yakovieva look part in the experiments.
The developed technology consists in subsequent heating of
the joints to a definite temperature between the electrodes
Cf the iveldin.- machine and in slow cooling. Deta,_ls of tech-
Card 11/2 nology are given in table 3. Chemical compcsition of' the

SOV 12-)--8-3-71
SDof "telding of a Reinforcement Framework with Heat Treatment 01, C1,1,zter
Jcinfs Between the Electrodes of the Machine
periodic-profile steel used for the experiments is alsc
,-iven. The described method has been put to practi-al
use in the reinforcement workshop of a Chelyabinsk cor-
struction project. Automatic heat treatment between ma-
chine electrodes requires modernization of the standard
welding machines and welding
, transformers.
There are 3 tables, I photo, 2 figures, 5 graphs., 2 sets
of microphotos and 5 Soviet references.
ASSOCIATION: TsNIISK
SUBMITTED: September 25, 1956
1. Reinforcing steel--Spot welding 2. Spot welds--Effectiveness
3. Welded joints--Heat treatment
Card 2/2

SOV/32-24-10-26/70
,-171THORS: Giad_shte,yn, 7., Sokolovskiy, P. I., R-_zdchenko, A. V.

TITLE: InvestiEation of the Mechanical AginE of Steel by the Method of
Combining Real Expansion Diagrams (Issledovaniye mekhanicheskogo
stareniya stali metodom, sovmeshcheniya _JstJFnnykh diagramm
rastyazhenlya)
PERIODICAL: Znvodskaya Labcratcr:iya, 1958, Vol 249 Nr 10, pp 1236-1239 (USSR)
ABSTRACT: The present standard method of classifying the aging tendency
of steel (GOST 5520-50) is based on measuring the resilience
of the steel at room temperature (Refs 1,2) and does not make
possible a quantitative classification. In the present method
'he expansion curve of the same steel obtained after cold
hardening and aging is plotted on the expansion -curve of the
steel (in the initial state) plotted according to real valu4s of
the coordinates deformation - stress. This method makes possible
differentiation between the hardening effect caused by aging
and that caused by cold hardening. This method is practical in
that no complicated samples are needed, and simple apparatus as,
for instance, the 'besting machine M-4A can be used. The
Card 1/2 technique employed is described and a graph of the diagrams

SOV"~2-2A-110-206/70
/I t
Investigation of the Mechanical Aging of Steel by the Method of Combining
Real Expansion Diagrams
obtained in testing the steel samples type lmst.3 (0,14% C,
0,44% Yin, 0,055% Si, 0,037% S and 0,031% P) is given. Also
diagramsof the tests of steel samples of type i6i--3 hardened at
9300 in oil as well as of those cooled in the furnace are given.
It was found that the natural and the artificial aging of a
cold hardened steel are of a different character. In contrast
to the present ideas re.-ard-irg 'the aging of carbon steels a
quick cooling from the austerute state does not decrease the
tendency to mechanical aging. There are 3 figures and 5 refer-
ences,' - - Which are Soviet.
ASSOCIATION: Institut "Proyek-tstailkonstrukt-siya" i Tsentrallnyy
issledovatellskiy institut stroitelinykh konstruktsfy
fliProyektstallkonstr-akts4-yalI Institute and Central Offi:;d --,f the
Scientific Research Institute for Building Constructions)
Card 2/2

GVO=V, A.A., prof.. doktor tekhn.nauk; DMITRIYEV, S.A., kand.tekhn.
nauk;MLTLIN, N.M.. kand.tekhn.nauk; BALDIN. V.A., kand.tokhn.
nauk; BRODSKIY, A.Ta.. k;and.tekhn.nauk;,SOKOLOVSKIT, P.I.,
kand.tekhn.nauk; FRIMAN, A.K., mladshiy nauchn_yy--ntradrik,
Prinimal uchastiye KADATYAN, S.A., mladshiy nauchnyy sotrudnik.
KLIMOVA, G.D., red.izd-va; NAUMOVA, G.D., tekhn.red.
[Instructions for using hot-rolled ribbed 30KhG2S steel re-
inforcements in making prestressed reinforced-concrete con-
struction elements] Ukazaniia po pr'.meneniiu goriachekstanoi
armatury periodicheskogo profilia iz stali marki 3OKhGZS v pred-
variteltno napriazhennykh zhelezobetonnykh konatruktsiiakh.
Moskva, Gos.izd-vo lit-ry po stroit., arkhit. i stroit.materialam.
196o. 21 p. (miRA 14:1)
1. Akademiya stroiteltstva i arkhitektury SSSR. Institut betona i
zhelezobetona, Peravo. 2. Nauclino-issledovatellskiy institnt
betona i zhelezobetona (for Gvozdev, Dmitriyev, Mulin). 3. BeYstvi-
tellnyy chlen Akademii stroitallstva i arkhitektury SSSR (for
Gvozdev). 4. Laborstorlya metallicheskikh konstruktsiy TSentrallnogo
nauchno-issledovatel'skogo instituta stroitellnykh konstruktsiy (for
Baldin, Brodskiy. Sokolovskiy, Fridman). 5. Chlen-korrespondent
Akademii stroiteltstva i arkhitektury SSSR (for Baldin). 6. Nauchno-
issledovatellskiy institut organizataii, mekhanizatsii i tekhni-
cheskoy pomoshchi stroitel'stvu (for Madatyan).
(Prestressed concrete) (Reinforcing bars)

S1028160100010IOI0101020
B0'13/B063
AUTHORS: Sokolovskiy, P. I., Samaryanova, A.. M,,., Sabiyev, M. P;,
-Ti; ~Mf ry-e ~V_D 116
Ji
TITLE, Heat Treatment of Low Carbon Steel
PERIODICALi Standartizats.4ya, 1960, No, 10, PP, 41-44
TEXT: The experience gained in a number of metallurgical works in the
heat treatment of rimming and semi-quiet steel of the type CT~3 (St~3)
des.,-ribed. These experiments as well as extensive scientific work were
necessary for the elaboration of rOCT9458-6o (GOST 945B-60)JVThe properties
of the steel plate of type St.3 subjected to heat treatment were studied
by the TsNII chernoy metallurgii (Central Scientific Research institute
of Ferrous Metallurgy), TsNII stroi_t_.eT_'n_y_kE -konstruktsiy (TsNII for
Structuzes) and the GPI Proyektstailkonstruktsiya at the Novo-Tagillskiy
zavod (Novo-Tagillskiy Works), A strongly inhomogeneous structure was
observed. Positive results were obtained with the heat treatment of
semi-quiet steel of type St.3 made by the TsNII for structures at the
zavod im Il~icha (Works ime~-,i TIlic0tstructure and properties were
Card 1/3

Heat Treatment of Low Carbon Steel S/028/60/000/0!0//'010/020
B013/BO63
homogeneous at different points of the plates,, At present, the semi-qu,;et
steel of the types St-3 -and St,%,Ks studied at the Ukrainskiy institut
metallov (Ukrainian bletal Institute) in collaboration with the TsNII for
structures Specimens of semi-quiet steel of type St.3 will b- subjected
to heat treatment at the Alchevskiy zavod (AL_chevski_y~, ~), At the.1V
Novo-Tagillskiy works Martin steel sheets produced from rimming steel of
type St, 3 with 0.14 and O~19% carbon content,, and at the work 17 imeni
Illich, steel sheet producned from rimming and semi-quie t steel of "he
- U_
type St. 3 with 0.14 and 0.21% carbon content as well as T and iron
No, 30 produced from rimming St. 3 steel were subjected to heat treatment-
Better results were obtained in the works mentioned last, on the basis of
the experiments conducted at various works the main parameters for the
conditions of heat treatment could be determined- The studies of mechanical
properties of steel subjected to heat treatment (Table) show that on
tempering carbonsteel plates of type St. 3 sufficient homogeneity is
obtained. Thicker plates have more uniform mechanical properties with
good plastic properties being obtained at high strength- in spilte of the
good results obtained heai treaTment is still imperfect since the values
of the relative increase in length are frequently be'Lo,,R the standard
Card 2/3

Heat Treatment of Low Carbon Steel S/028/60/000/010/'0101/020
B013/BOO"'~
f0C79458-60 (GOST 9458-60), Hence, further experimental data are neceS
sary Cold brittleness and mechanical aging of carbon steel which were
observed ia an experimental series are lower than in low-alloy steels- Tn
the case of thin cuts the St, 3 steel subjected to heat treatment may
replace low-alloy steels with a yield point of 30 kp/MM2. The use of
ca_rbonsteel subjected to heat treatment proved to be favorable also from
the economic point of view. The experience gained at the Alchevskiy works
in the heat treatment of steel boiler plates showed that the strength
of carbon steel subjected to heat treatment attains the strength of some V
hot-rolled low-alloy steels, On the basis of a large number of experimental
data collected in the works the GOST 9458-60 standards for tne mechanical
properties must be specified more exactly~ There is 1 table;
Card 3/3

SOKOIOVKSIY, P.I., kand.tekhn.nauk; TUBIN, S.M., kand.tekhn.nauk
Low-alloyed 15GS structural stool coritaininq no nickol. From. otrol.
38 no.10:32-34 160. (MIRA 1319)
1. TSentrallnyy nauchno-issledovatellskiy institut stroitellnykh
konstruktsii Akademii stroitellstva i arkhitektury SSSR.
(Steel, Structural)

S/02 61/000/004/003/007
BI 03YB206
AUTHORS: Prokhorov, A. V., Sokolovskiy, P. I.
TITLE: Elimination of copper from 1OF2CA (IOG2SD) steel
PERIODICAL: Standartizatsiya, 110, 4) 1961, 28-31
TEXT: The authors describe their experiments to eliminate copper from low-
alloy carbon steel of the type 1OF2CA (MK) (1OG2SD (MK)) produced at the
zavod im. Illicha (Plant imeni Illich). This steel with reduced copper
content is now to be called 1OF2C "10G23). According to FOCT 5058-57
(COST 5058-57), 1OG2SD contains in %: C maximum 0.12, Si 0,8-1.1, Mn
1.3-1-65, Cu 0,15-0-30~ At the TsNIIChM (Central Scientific Research Insti-
tute of Ferrous Metallurgy) it was proved that such a small copper addition
does not increase corrosion resistance of the steel, The possibility was
thus given to eliminate this material, of which there is a shortage.
Experimental lots of pipes and sheets (12, 20, 30, and 40 mm thick) were
produced,at the plant, and a change of the tentative technical conditions
(for pipes BTY OC-06-56, vTu os-o6-58) was approved, The Cu content in type
1OG2S amounts therefore to a maximum of 0.3%, and the Si content to a maxi-
Card 1/3

S/028/61/000/004/003/007
Elimination of B103/B206
mum of 1.2%. The steel sheets mentioned were tested at the TsNII stroitell-
nykh konstruktsiy (Central Scientific Research Institute of Structural Parts)
mainly in hot-rolled state, the rest in tempered state (normalized, hardened,
and drawn). The results were statistically evaluated, and distribution
curves for the content of most important elements and those for the chemi-
cal properties under tension, as well as the resilience values at -400C,
were determined, The statistical analysis showed that the mean values of
mechanical characteristics of types 1OG2SD and 1OG2S differ, In order to
determine the sensitivity of type 10G2S to stress concentration during
vibration loads, and to clarify the effect of lack of copper, samples were
tested with and without stress concentrators. The authors used the methods
of the NII mostov Leningradskogo instituta inzhenerov zheleznodorozhnogo
transporta (Scientific Research Institute of Bridges of the Leningrad Insti-
tute of Railroad Transport Engineers), The authors summarize their investi-
gation results as follows: The steel of type 1OG2S (rolled product)
corresponds to the requirements of GOST 5058-57 for the type 1OG2SD and is
superior in many ways to other low-alloy steel types: 15xcHA (I ' 5KhSND)1
141'2 (14G2), 15PC (15GS) used in industry.. Owing to its low carbon content,
this steel shows good weldability, and its strength values and plasticity
Card 2/3

of ...
S/02(3/61/000/004/003/007
B103/B206
are h~-*Ier than those of other low-alloy types. Substantial metal savint;S
Can t*,.L::, be 4-n construction. 1OG2S is less prone to cold-brittle-
ness an- iec,., ZE--i-c-itive to at;ing than most low-alloy steels.' On the basis of
their data. elimination of copper from the type 1OG2SD,
and i-cius`on of "he t-pe 1OG2S in GOST 5058-57.
Its chemical composition
in is as foll-c. -: C Mn - 1.3-1.65, Si - 0.8-1.2, Cu, Cr, and Ni
"10 - 3S and P , 0 - 04 -Ti_..ble 4 contains the ~mechanical properties. The
'~Ilan- T!14C'l -.:;!!
6 thus zave 426.6 t of copper annually in pipe produc-
tion. ',-'his urill be still hiGher when. this steel is widely used in
constructions.. There a--!-e 3 f-i.-ures and 4 tables.
Le,-end to Table 4: Thickness of
rolled _-oods ~2) mechanical properties
u-der t,.
~orary resi
0
a.nce- yield point, ~5) 3'Pecific
1.
el on a' ion, 0
minizIum., resilience
at -~~COC-
Card 3
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4-7 52 31 "1 - -
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1 1 "1 3
W-40 48 34 F

SOKOLOVSKIY,_.E.I.2, kand.tekhn.nauk; BRODSKAYA, AX., inzh.
Investigating the properties of nickel-free 24G2, 24 KhGSj
15GS, 140, and 19G low-alloy steel. Trudy TSNIISK no.4:lU-
133 161. (MIRA 15:2)
(Steel alloys-Testing)

SOKOLOVSKIY' P.I.; MOLOTKOV, V.A.; KATS, T.M.
Heat-treated rolled sections of low-carbon steel. Standartizatsiia
25 no. 5:36-38 My 161. (MIRA 14:5)-
(Steel, Structural-Testing)

BELYAYET, D.I.; BALDIC, V.A.; SOKOUNSKIY, P.I.
High-strength low-alloy steel for building elements. Prom.
0
stro-J. .10, no.5:26-29 t61. (MIRA 14:7)
(Steel, Structural)

S/137/62/000/01i/o~4/o45
A052,A101
AUTHORS: Kobrin, M. r-1., Sokolovskiy, P_ I.
TITM: ChiracterLstLcs of steel rupture under cyclic loads in connection
with the anisotropy or Lts structure
PERIODICAJ,: Referativnyy zhurnal, Metallurgiya, no. 11, 1962, 46, abstract
1112090 (In collectlon: "Tsiklich. prochnufft' metallov",'Moscow,
AN 3SSR, 196 )2, 911 - 109)
TEM Various kinds of mechanical tests (torsion and tension of a "lami-
nated" sample) are considered from the viewpoint of their suitability for eva-
luating the tendency to cleavage of a wide row of products and materials of an-
isotropic structure. The investigations were carried out on special "laminated"
samples prepared ol' sheet material 12 nun thick rL 14 F2, 15 rc (i4G2, 15GS) steels]
and of a rod 25 mm in diameter [ CT 3 (st.3)]. Torsion tests were carried out
.on a crankshaft-type fatigue machine (loading frequency = 1,400 cycle/min.). It
is pointed out that cyclic torsion is a more sensitive method of revealing the
tendency to cleavage than static torsion. Under conditions of cyclic torsion,
Card 1/2

S/` 37/62/000/011/024/045
Characteristics of' steel rupture under ... A052/AlOi
the characteristics of' the cycle (aUernation, assymetry) are not so J."11purtant
Z1101 US L0.1dinly,' 1*1T(jU0TjCY t0 produce a i,-Ieavagc~- type fracture. To Investigate
tile tpn~iency to clea%fage at tension a new "laminated" type of a Sam, ple (tile cut-
ting scheme and tile f'or;-,i oil' the sample are given) is proposed. The mentioned
samples were tested under asymmetric one-sign cycle on a modernized inertia-tirpe
machine; loading frequency = 3,000 cycle./Min. The cleavage test reveals a ne'..1
property of an anisotropic material which cannot be detected by the usual methad
of' anisotrc-py evaluation by co,aparing properties of longitu'd-inal and lateral
s-unples. The results oV an investigation of rod steel have shown that all laws,
established for sheet steel, hold true for it; the rolling resistance in the
direction perpondicular to the planes of cleavage is lower than in any direction
along these planes. Photos of fractures are presented of the samples with a di-f-
ferent orientation in relation to the direction of rolling, and characteristics
of cyclic rupture ot' sheet and rod steel discovered in the process of fatigue
tests of "laminated" samples are discussed.
Z. Fridman
[Abstracter's note: Complete translation]
Card 2/2

S/028/62/000/003/003/005
D217/0302
lip
AUTHORS: Sokolovskiy, P.I. and Yakovleva, V.S.
TITLE: Increasing the strength of reinforcing steel by means of
heat treatment
PIUZIODICAL; Standartizatsiya, no. 3, 1962, 24-29
TEXT: The present investigation, carried out at the Makeyevskiy metal-
lurgicheskiy zavod (Makeyevsk Metallurgical Plant) was undertaken in
order to obtair. information on the properties of steels CTAKq , CTA
35T1C and 6511(5t.4kpg St.4, 35GS and 65G). P.M. Pavlenko and U.S. Al-
ferova participated in the experimental part of the work. The aim was
to produce, by heat treatment, mechanical properties which would satisfy
the requirements of a project concerned with the standardization of 'Heat
treated steel for the reinforcement of steel concrete structures. Tech-
nical requirements'. In the standard specification 5781-61 for 'Hot rolled
steel for reinfori--ement of steel concrete structures', the classification
of reinforcing steels is based on their mechanical properties: the hot
Card 1/3

S/028/62/000/003/003/005
Increasing the strength of ... D217/D302
rolled reinforcing steels are divided into four classes (A-1, A-II, A-111
and A-IV). For thermally strengthened steels with better properties, the
classes AT-V1 AT-VII AT-V11 and AT-V111have been instituted. The mechani,
cal properties corresponding to the technical requirements exceed those
of hot rolled steels used for steel concrete structures by factors of
1.5-2.5. The three low alloy steels 35GS, 65G and 30KhG2S were used to
study the influence of heat treatment on mechanical properties, as well as
for the choice of types of steel in various clasAes of standardization pro-
jects. In addition, the possiWities of treating the carbon steel St.4
to give it mechanical properties equal to those of hot rolled steel of the,
A-111 class, and of welding this steel without softening it, were investi-,
gated. It was found that heat treated steels are considerably stronger
than the same steels when hot rolled. Preliminary investigation of the
weldability of thermally strengthened carbon steel showed a decrease of
tiemporary resistance, and locallowering of yield 8trengthqp This makes
the advisability of thermal strengthening carbon steels, as well as low
alloy steels of moderate strength propertiesq doubtful. The treatment of
Card 2/3

S/028/62/000/003/003/005
Increasing the strength of D217/D302
high strength reinforcing steels of more than 100kg/mm2 yield strength
by thermal strengthening is most effective for utilization in steel con-
crete structures. There are 2 figures, 4 tables and 3 Soviet-bloc refer-
ences.
Card 3/3

SOKOT,OVSKI-Y, F.I.; ARONE, R.G.; SUKH(t[LBTA, A.F.; SAMARYANOVA, A.M.
Thermally strengthened icrw-e.Uoy grade 09G2 and 14G2 steel for
metal elements. Prom.stroi. 40 no.U-*58-61 162o
(MIRA 15:12)
(Steel, Structural)

S/126/63/015/003/020/025
P.193/r,.383
--AUTHORS: Solcolovskiy..P.I.,.Golovin, S.A., Epshteyn, L*'Ye.'
-Ye
Aroiic~, d* ticov3eva, V.S.
TITLE: On the problem_of increased strength of hardened steel
during tempering by passage,~A. an electron current
PEIZIODICAL: Fizilca motallov i metallovedoniye, v, 15, ng. 3,
4.67 47o 3.
T EXT It has been established that -steel tempered by the
passage of electrical current has mechanical properties superiox-
to those of steel tempered in a furnace. Th~e cause of this
difference has not yet been understood - hence the present investl,
gation-carrIed out on steels 5 and.35M.(.35GS). Theexperiments
(tensile tests, electrical-resistance measurements, determination
of the teiii-i-)erature-dependence of internal friction) were. conducted
on i-rire specimens 14 mm in diameter,'450 mm long, quenched from
860 OC, then tempered at various temperatures either in a furnace-
or by.passage of an electric current: The :5esults are,rep .rodde,ed
-graphically. In UTS (a~ kg/mm. ), yield point
is. 1, the . ('~) W steel 5 are,plotted against
(o---'., . kg/=i and elongation (6,
T
Card l/

s/i26/63/m/003/020/025
On the problem of r.193/r,'383
the tempering temperature of specimens tempered in a furnace
(6 and 6 denote elon-ations measured. dn a gauge length of
5 10
5 and 10 min, respectively). Similar curves reproduced in Pig. 2
.-have been constructed for'stee15 specimens, temp(,red by the
passage of electric du:~rent. In Fig'. 5, the decrease in electrical.,
res,istivity 11mm-/m) of steel 5 is plotted against the
tempering temperature, curves 1 and 2 relating to specimens
teYnpered, respectively, in the furnace and by electric current.
Finally, the temperature-dependence of internal.friction'of steek
0
.;05GS, temperedat 250 C in the furnace (curve l-) and,by passage.
of electi~ic cur3~ent (curve 2) is demonstrated in Fi.-. 7.
Conclusions - Improvement in the mechanical properties of steel
tempered by passage of electric current can.be explained in the
following manner: electrical tern~jer'ing brings about a greater
decrease in the electrical,resistivity of the steel,_which indi-
cates that carbon*,is more, completely precipit-ated from the rharten--.~
site, which means that a: larger quantity of carbides is formed..,
In the squie way, the increased width and height, of the internal-.
friction peaks in -electrically tempered steelindicates a higher
Card

__,~ F-.-Rq- - _1zMi5M _,tv e-_114~11.1~~___ - _- - - 7
A+W= rx- t,
on. the problem of....
concentration of dislocations and, consequently, a Larger number..
of sources of relaxation processes. There are'.7 figures and I table
ASSdCIATION: Tullskiy mekhanicheskiy institut
Tula Mechanical Institute S1,26/63/015/003/020/025.
E193/E383
SUBMITTED: May'25, 196.2 initially')
September 25, 1962 after revision
~2 IR" ez zX
Fig. 1:
.4
TIN7
coo P
Card 3

ARONE, R.G.; SOKOLOVSKIY, P.I.
------
Thermally strengthened low-alloy structural steel undergoes
less brittle failure at low temperatures. Prom. stroi. 41
no.2:28-30 F 163. (MIRA 16:3)
1. TSentrallnyy rmuchno-isaledovatellskiy institut
stroitelInykh konstruktsiy.
(Steel, Structural-Testing)

SOKOLOVSKIY, Petr lzrailevich; LEBEDEV, A.I., red.
[Iteinforcern.ent steels) Armaturnye stali. Moskva, Izd-vo
Metallurgiia, 1964. 207 p. (MIRA 17:6)

S111,11"EYEROV, Ya.A.; SAVC111,11IX,01.7, II.A.; PAINICII, U.I.; :-',ONAiHJVA,L.V.; SCTNIK, I.S.;
S'C~,KGLOVSKIY, F.I.; HUL,11, N.I.
Using reinforcements of St-5PS seni-killed steel. Stall 24 no.11:
1025-1030 N 164. (MIF-~ 18:1)
1. Ukrainskiy nauchno-issledo,tatellskiy institut metallov, TSentrallnyy
Pauchno-issledovatellskiy institut stroitellnykh konstruk-tsiy i Nauchno-
issledovateliskiy institut betona i zhelezobetona.

BAIJ)IN, %.A.; BLLYAYLV, B,I.i SOKOILPVS.K~IY. P..-L.; SHEYNEELU, N.M.,,
ARONE, R.G.
Oteels of increased and hIgh strength for structural elements.
Prom. stroi. 41 no.l-.!?,-21 ja '64. (MIRA 1736)

AfRONE, SOIWLOVSKIIY~ P~I.
un~
Eva' Uat lo
t. orl ",!mper-iture.,
Za,j. lab. 30 rio.118G-c 61
t,~ ~jt,~Iy iu3l n-kh
riyy
konst.ruk, ,
Y.

ARONEY R.G.; SOKOLOVSKly, P.1.; BEIUISHTEYN, S.V~
Method of electron fractographic study of fractures of low alloy steel.
Zav,lab. 30 no.12:1476-1478 164. (MIRA 18a1)
1. TSentraltnyy naurhno-issledovateltskiy ins t4 tUt stroitelinykh
konstruktsiy.

MULIN, N.M.; SOKOLOVSKIY, P.I.; GUZEYEV, Ye.A.; YAKGVLEVA, V.S.
Heat-treated rod steel for the reinforcements of prestressed con-
crete constructions. Standartizatsiia 29 no.1:29-33 Ja 165.
(MIRA 18s4)

W P ~VP_(
-1 .569-98-65 _EWT(10/1~~W INVA d)/ VWP(t)/~ L-
UR1003216510311005105931050
-AP5012497
ACCESSION MR t
620.178,2
3o
AUTRORSi Baldin, V. A.: Sokolovakiy, P I.; Aronet Re G.
A
TITLE-. Methods of evaluating the tendency of structural steel to cold shortness
SOUMEt Zavodskaya laboratoriya, V. 31., no. 5, 19651 593.5R
TOPIC TAGS: steel# structural strength.,.structure nnalysis,, cold deformation
tomperature dependence., test method/ 18G32AF steel, 0902 steel, G2 st I-s- 15Xbsmv
steel
ABSTWT: The methods of cold brittleness evaluation in steel were classified,
into three groups; I those for evaluating steel resistance t6 fracture
origination, II- the resistance to fracture propagation, and III- the resistance
to brittle destruct-ion as a whole. If the same steel were tested according to
these method groups,, the highest temperature of the.cold shortness threshold
wc;p:Ld be obtained by Group II because steel resitted fracture origination better
han its propagatior,* These methode were also less sensitive-to the conditions of
entration at the notch because they reacted on an already existing fracture*.
rge specimens the temperature of the cold britL1 agess. hreshold ckatermined
Card 1 3

CE3SION NR: AP5012497
C
A
Even in small specimens (which were more
did not depend on the notch geometry.
affected by this factor) the critical temperature depended to a lesser degree on
the notch shape-than the analogous temperature determined by impact strength. The
relation of ductility to fracture shape was studied in steel 1802AF-speoimens with
different notch geometry. No definite cold-~brittleness threshold was determined,
due to uniform variation of ductility and fibrosity (of the fracture surface) with
temperature decrease. Good c elation was observed when temperatures corra-
Orr
sporAing to definite degrees of fibrosityin differenb steels and the destruction.
work were compared. The critical temperatures (according to fibrosity)'were 1.50~
for hot rolled, 250 for hardefied, 20C for overheatedand 6W for normalized steel
The corresponding figures determined according to impact strength were: 150,, 550
150, and 180C. All the methods for evaluating steel ability to "eliminate"
brittle failure-produced.qualitatively similar results* Stress increase in a
low-stress state increased considerably the temperature of fracture aliminationj*
while at high stresses (when the elimination occurred at high temperatures) the
temperature was little affected by the stress increase. Starting with a certain'-:.
temperature, the resistance of.steel (at a given thickness and structural state)-
to fracture propagation becomesvery high.. It is concluded that the Group II.
methods of evaluation are best for determining temperatwo rai~naeof structural-
Car4- 2/3

:ard

SOKOLOVSKIY, P.I.; GLAMIITEM4, L.N.; ROIK"HENFO,
Properties of St.3ps semikilled steel for structural elem.--nts,
Prom.stroi. 42 no.2:36-40 165. (MIF-k 18:4)
1. TSentrallnyy nauchno-issledevatellskiy institut stroitellnykii
kon5truktsiy i Gosudarstvenikiry institut po proyektirovaniyu,
issledovaniyu i ispytaniyu stalinykh konstruktsiy i mostov.

VARNAVSKIY, I.N.; IFOIZAKOVA, V-S., ARONE, R.G.- SOKOLOVSKIY, P.I.
15XSND thermally processed steel. From. stroi. 42 no.li
36-37 165. (MIPJ. 18~,3')

~ *'t V. - - , -H YEN, A S, H KN,
I Y
ILI PIA 18 8'~
i t u, t nykh
n a t
r abc. ~Lm fc':~'
ln-j~m -ha
h nw. h, a

" 1) IM' ~,O'I` F I y . P_ I .
1; 1.
, -,~7 high-strength steel ill consLruotion and machime'ry
" z~ :
- I ~ - '6'
, ~~ r, if ture, Standarti zat~ 1.1 a 29
.,, ac nc , F, 61-62 if ( MI Pi. 1 .9. 10 ~

L 17693-66 M4P(k)/5TT(m)/T/WP(w)/W(t) JDIYW
-ACC NRv AP5027464 JIV ) - ' ' ----U'R/0032/~5/031/011/1376/1380
_P.I..; Bernsheyn, S.V.; Arnolld, G.Ye,
1UTHOR: Arone, R.G.; SokolovskiX, t8-
)RG: J1
Central Construction Research Institute Im. V.A. Kqch
(Tsentral'nyy nauchno-iseledovatel'okly inetitut stroitellnykh konstrAL
tsiy)
6'ITL*B: Tine relation be/tween the macroscopic and microscopic structure
)f brittle fractures
'JOURCS: zavodskaya laboratoriya, v-31, no.11, 1965, 1376-1360
rOPIC TAGS: brittleness, test method, steel structure
IBSTRACT: The experiments were made on samples of type 10G2S hot rolled
3teel having a ferrite-pearlite structure and the following composition
(in %): 0.105 carbon; 1.43 manganese; 1.00 silicon; 0.06 chromium; 0.06
Ackel; 0.10 copper; 0.023 sulfur; 0.02 phosphorous; 0.015 titanium. A
ohoto shows macroscopic photos of Bhook fractures in samples which failed
it +20, -40, and -19600. -The shock strength of these.samples was respec--
bively 7.79 3-5P and 0,2 kgf-m/cm2. The miorostructure of the surface o-ti-
i shock fracture sample which-failed at -196oo showed a typically brittle'.-
3tructure. The results of the Investigation show that different micro-
3tructures of the fractures may correspond macroscopically to a brittle
Card 1/2 UDC: 620.178.2

L 17623-66
ACC NRt AP5027464
failure; this Indicated differences in the.,Xailure process, as well as
in the degree of local plastic deformation"whioh precedes and ao0ompaules-.-
,the failure and, in the Nual analysis, ferenoes in the manner of
formation of the fractures. Orig. art. has: 2 figures.
SUB OODS: 11/ SUBM DATE 00/ ORIG REP'; 00/ SOV REP; 011/ OTH REF1 002-
0 Aj 1~n

L 376-32-6' i~WT(m)/LWP(w),iLWP(-i)/T/LI,4P(t)/ETI/0,~T(kI IjP(c) JDIHM
ACC NR;
AP6015034
AUTHORS: S kolovskiy, P. I.; Yakovleva, V. S.
ORG: TsNI1M
X
TITLE: Effects of welding'on the mechanical propertie of heat-treated low alloy
steel X
SOURCE: Avtomaticheskaya svarka, no. 4, 1966, 1-7
TOPIC TAGS: metal welding, seant welding, alloy steel, metal property/lOG2S alloy
steel, 15G2S alloy steel, l5KhSND alloy steel, 15G2B alloy steel, 15GSM alloy steel.
ABSTRACT: The weakening effects of welding o!~,the mechanical properties of heat-
treated 3~6w all~,steelq/,w'ere e4erimentall /Investigated on 10-1.2 m thick slabs
5X hSND v 1502B\ %nd 'Eloy steel.
Of iOM~ 15M, - j A table of mechanical
properties-TaB:-, crT, ~5 'of the steels tempered at various temperatures is presented,
and the effects of welding on these properties at various cooling rates (21~/sec, 8,
30,'and 2800/see) were measured. Graphs of hardness as a function of distance from
the weld are also given for all steels. It was found that steels 15GS-LNIF-11 and l5G2B
were least affected by the welding heat, followed by steels 15G23, 15KhSND, and
1OG23. The weakening effects were found to be a function of tampering temper lure
and cooling rate (welding regime). Best results were obtained for a temperinLiemper-
ature of ~00-550C and a cooling rate of 8 and 3061sec. Orig. art. has: 3 figures
and MJ DATE: 25Jun65/
M " Z'IRX-- BM OR'G RR~C:ookl.?()1%669.16.~19Ls539.)i

ACC
NR, AP6016640 SOURCE CODE. UR/0422/66/000/005/008
7/0007
AUTHOR: Arone ,R. G.; Balakina, 1. A.; Dochkare-va, A. I.; Stetsenko, B. A.; Sokolov- 1
skiy, P. I.
ORG: none

JTITfX: A standard for low-alloy structural steel.;I~
SOURCE: Standarty i kachestva, no. 5, 1966, 87
TOPIC TAGS: construction material, structural steel, alloy steel, weldinq evald'ation,
mechanical property / 16GS steel, 09G2S steel, i0G2Sl steel
ABSTRACT: A series of innovations in low-alloy structural steels (GOST 5058-65) based
on recent work done at the Central Scientific Research Institute Tor ~rerrous Metallurgy~
is described, Nineteen new gr4 es 0 - highs-trength low-alloy 7-t-eel
amounts of carbide and nitride"~- forming elements (Ti, V, Zr, 11b) were developed. Higher!
quality and perfomance i-recfa-i'med for the new materials and suitable applications are;
recanmended. The steels wer--- melted in.. -standard Marters fu-niaces and oxyge n- con Verted.
While the majority am used in the hotLrolled condition, they may be heat-treatedAo
yield strengths of 110-50 kg/cm2 with a saving of 20-30% in material- T_'h'_e_h_e_at-_i:~_ated
steels possess lower brittle fracturel tendencies and slight aging sensitivity. Phos-
phorus and sulfur cov=ents`_o_f__tEe-si~'els wem maintained within strict linits (13tilo-4-
1/2

L 45151-66 EVIT (m) I*v WE M ZEWP (V-),/T/E
ACC--NR- AP6027434 SOURCE CODE: UR/0125/66/000/007/0070/0073
q
AUTHOR: Sokolovskiy, P. I.; Uritskiy, M. R. ; Bogomolova, A. S
ORG: [Sokolovskiy; Uritskiy) TSNIISK; [Bogomolova] UralNITI
TITLE: High-strength welded pipe for structural designs
SOURCE: Avtomaticheskaya svarka, no. 7, 1966, 70-73
TOPIC TAGS: structural design, construction, welded pipe, pipe steel/S-40 steel,:
S-70 steel
ABSTRACT: Toda s expansion of construction has given rise t structural
A(
high-strength stee ~ttions of modern design, thin-walled tubulaoritshapes being
among those in greater demand. Owing to their higher resistance to both twisting
and aerodynarnic forces, tubular sections of high-strength steel offer a consider;/!
able economy of metal. Investigations have shown that the substitution of S-75
steel in thin-walled tubular sections for S-24 rad steels has allowed weight
e
reduction by one half and has produced a savi~ of 25-3016 in cost. As compared
rd 1/2 UDC: 621. 791. 77:621. 648. 2/. 3

L 45151-66
ACC NR: AP6027434
to others, tubular shapes have greater aerodynamic resistance, a major factor
in construction of towers and masts. Most commonly .ised diameters in hot-rolled
seamless pipe are 50-300 mm. The criterion of maximum effectiveness in a
tubular section is the D/t ratio (where D is the outer diameter and t, the wall
thickness). The higher this ratio, the greater the moment of inertia of the cross
section for the same amount of metal For consideration of local stability a~d'
joint rigidity, the maximum ratio is ~Vt at 1~~. The paper offers three metzo s
of making straight-seam pipe in S-40 to S-701#rades: 1) bending and welding\of
coLl sheet having the necessary kength prior to these operations; 2~ -attaining the
~~ he
required strength by normalizingN he pipe of hot-rolled or annealed coil sheet;
and, finally 3) obtaining the necessary strength of pipe by heat treatment, i. e. ,
hardening and tempering. A variety of grades is given in the original article.
Their chemical composition and graphs for the mechanical properties of some of
these steels under various heat-treating conditions are presented. Normalizing
is suggested as the preferred type of heat treatment. The authors note the partici-
PaLion of En-rineer A. M. Chirkin in the experimentation as well as the assistance
of the UIChM and IES I ns tit utes in the development of various grades of pipe steels.
Crig. aFt-.has: 3 -figures and 3 tables. [LD]
SUB CODE: 13/ SUBM DATE: 19Jan66/ ORIG REF: 004/
--Card 2 / 2

.3 p -3 48 S~
'(J.r -~- Is k i'y F-:. -C ~ o
E,~r,r,Aw--t !~D of t-,,rvl -~,j Lon" In rjnk, -,0 no,
3 -42 '64~ (MIRA 17-,!,1)
1. Tz labo7at.)r1i. anlkvl,-~gil (zav. zasluzzhennyy
ql~&Yat,F,11~ nauk, prof. U,V, Lazarev) Lnstituta AMN SSSR (dir.
ch-lan AWJ SSSR pz-:,L'. Ll. Sorzabro-7) I L49 n ll ngradsk,ogo
di3Uansara (glaviiyy vrac,-', - doktor S.S. Yriritsyn).

SOKOLOVSKIY, R.M. (Uningrad, Kirovskiy pr., 26/28, kv-183)
Rxperimental induction of pseuderoslon of the cervix uteri in mice.
Vop.onk- 5 no.9:325-333 '59. (MIRA 12:12)
1. Iz laboratorii eksperimentallnoy onkologii (zav. - chlen-korres-
pondent AMN SSSR L.M. Shabad), Instituta onkologii AMN SSSR (dir. -
deystvitellnyy chlen ANN SSSR A.I. Serebrov) i Goronkodispansera
(glavnyy vrach - V.A. Filippov).
(CXRVIX UTERIE, pathol.)
(ANDROGENS pharmacol.)
(PROGESTERONE pharmacol.)

ZAK, L.P.;_SOKOLOVSKIY,-R.M. (Leningrad)
Association of so-called carcinoma in situ of the larynx with
capillary angioma. Arkh.pat. no.11:76-78 161.
I (MIRA 14:10)
1. Iz kafedry patologicheskoy anatomi-i (zav. - prof. P.V.
S:Lpovski-y) Gosudarstvennogo instituta usovershenstvovaniya
vrachey imeni S.M. Kirova (dir. A.Ye. selev) i Leningradskogo
gorodsko 0 onkologicheskogo di-,.--0glavnyy vrach S.S.
Yaritsynt
LARYNX-COCER) (CAPILLARIES--MIORS)

SOKOLOVSKIY, R,M.; DERAZOE, A.B.; I~L4LYSHEVA, Z.I.
Morphological diagnosis of carcinoma in situ of the cervix
uteri. Vop.onk. 7 no.8:43-54 161. WR~, 15:1)
1. Iz patomorfologicheskoy laboratorii (zav. - R.M. Sokolovskiy)
Leningradskogo gorodskogo orOkologicheskogo dispansera (glavn.
vrach - S.S. Yaritsyn) i kafedry ak-usherstva i ginekologii Lenin-
gradskogo pediatricheskogo meditsinskogo instituta (dir. -
Ye.P. Semenova).
(UTEHJ S-CARCER)

VOLIFSONI 1~.I.; SOKOLOVSKIY, R.M.-t KATaVI-Wi, A.Ye.
Some new data on experimental tumors of the cervix uteri. Part I:
Blastogenic action of ethyle.ne, glycol on the epithelium of the vagina
and cervix uteri in mice. Vest.k2T SSSR 17 no.6:79-87 162.
(Y"IPA 15: 8)
1. InstitiAt onkologii Al-21 SSS.R., Leningrad.
(UTERUS-TUI-MRS) (VAGIIA-TUMORIS) (ETHYISNE GIXCOI,--TC,-,JCOLOCZ)

SOKOLOVEE ~ Y, Ft. M. ( Len J n,c;rad , F- It ru,::~k- . y rtrc S3
"Reserve" ce113 in -,,f th- --ervi:.. uterl. Vop.
ank.. 10 no-5:79-84 16Z. (MMA 18:81)
M
1. Iz ratomorfologicheskoy laboorawrli (zav. - R.-' Sokolavskiy)
Leningradsko-o gorodsRogo onkclcgiche:3%r-..;TG dispansera (glavny,,r
vrach - S.S.Yaritsyn).

SOKOLOVSKIY,R.P.; ROMADAN,P.F.
Ways of utilizing the internal potentialities of an enterprise.
Stek. i ker.12 no.9:23-27 S155. (MLRA 8:12)
1. Kuybyshevslr-iy zavod atroitellnoy keramiki
(Kuybyshev--Ceramic industries)

SOKOLOVSKIY, R.P.
li~~ro~i~ the tunnel kiln. Stek. i ker. 20 no.4:32-33 Ap 163.
(NIRA 16:3)
1. Kuybyshevskiy zavod stroitelln keramiki.
11no)

SOKOWVSKIY, Sh.
. - ".. --"'P~rt7- organization and technical progress. Grazhd. av. 12 no.7:10-12
Jl '55. (MIRA 11:6)
1.Zamestitell nachallnika Vnukovskikh lineymykh ekspluatatsionno-
remontn.vkh masterskikh po politicheskoy chasti.
(Airplanes--Maintenance and repair)

D"OKOLOVSKIY., S.A.., inzh.; SHOVa=V, P.P., inzh.
New device for studying pulse processes in windings. Elektrichestvo
no.10:56-59 0 160. (MIRA 11,:01')
1. Z'aporozhskiy transfoxnatornyy zavod.
(Electric transformers-Windings)
(Cathode ray osc M ograph)

ZANYMNA, L.V, inzli.; SOKOLOVSK-IY, S-.A,.-, inzh.
-------
Methcdology for impulse measurements in electric
transformers. Vest, elektroprom. 33 no.10:23-27
'.0 , &~ '. (Mk 15:9)
(Electric tran3formers-.-Testing)

snKOLOVSKIY, S.A.
Optical and electrical system of an apparatus for measuring the
temperature of an electric arc using a spectral line conversion
technique. Energ. i elektrotekh. prom. no.3:30-33 Jl-S 163.
(MIRA 16:10)
1. Kiyevskiy politekhnicheskiy institut.

-f- 4-1712-65 ITP (c),
-ACCESSION NR-- AR5Go8413 V-W/AT UR/0058/65/OOO/OOl/DO24/L)O24
SOURCE: Ref. zh-. Pizika Abs4 1D187
q
-AUTHOR: ~Sokolbvskiy-p --S-.--A
-TIT L E-: Procedure for spectroscopic mkasurement:s cf the temperature field f an
0
e1 ectric-
CITED SOURCE: Tr. Kiyevsk. politekbn. in-te, v..44, 1963P 54-61
TOPIC TAGS: are plasma, temperature field, spectral line, spectroscopy, electric
arc temperature
-TWSIATION: An- installati( t
,~hap-jbeen--.develoiDed-for- he-measurement--of-the
peratur6 .-of an-- electric ax'c-by' the- method of liv6rsiow 'of spectral-Aines with a
photoelectric method of recording their intensity. The optical and electrical sys-
tems of the installation, and also. the properties of the standaird light source,
have been described earlier. The main features of the installation are considered
together with a procedure for the measurement of the temperature in the cro93
Card-1/2.

L 42'162S-66 EVJT(d)/-E,'1T(1)/T IJ P
ACC NR: AR6010525
SOURCE CODE: UR/0196/65/000/010/1037/IO37
AUTHOR: Fedchenko, I. K.; Sokolovskiy, S. A. 77
TITLE: Assembly for the measurement of the temperature field of an electric arc plaBma by
meaus of the photoelectric method of recording moment of FoMafon -of spectral lines
SOURCE: Ref. zh. Elektrotekhnika I energetika, Abs. 101228
REF SOURCE: Vestn.,Kiyevsk. politekhn. In-ta. Ser. elektroenerg., no. 1, 1964, 3-16
TOPIC TAGS: plasma temperature, temperature measurement, electric are, spectral line,
photoelectric method, measuring instrument
ABSTRACT: The method of rotation of spectral lines Is applied for the Instantaneous measure
ment of a plasma temperature ~neasurement duratic% was of the order of 0.5% of the oscilla-
tion period of the Industrial frequency). An EV-392~evice. generating emission corresponding
to the emission of an absolute black b Y
W -at a temperature' of 39, OOOK, Is used as a reference
source. A special synchronization scheme Is offered by means of which It is possible to
measure the temperature at any Instant of the half -period of arc current, which makes it
possible to determine the change In the temperature of the arc column in the course of the
current period. The assembly also makes It possible to find the temperature distribution
Card 1/2 UDC: 621.316.5.014.31

L 42822-66
ACC NR, AR6010525 0 i
across the cross section and along the are column. (Translation of abstract ] V. Mstovich
SUB CODE: -94
-46

Our-aratur for ut~idying avervoltagoo in Id'--h-voltap traria-Poll,:ner
C-D f

ARAMMOV, A.S.; BORISOV, V.A.; GALIPERIN. I.I.; GUREVICH, A.G.; DOVZHUK,
G.T.; PARSHIN, R.N.~.~OKOLOVSKIY, S.M.; SELIKHOV, V.L., SHIFRIS.
D.L.; ETKIN, M.V.; GETIYE, V.A., red.toma; YELIN. V.I., red.toms:
SOIDATOV, K.N., red.toma; SVYATITSKAYA, K.P., vedushchly red.;
TROFIMOV, A.V., tekhn.red.
(Rquipment used in the petroleum industry] Neftianoe oborudovanis;
v shesti tomakh. Moskva, Gos.nauchno-tekhn.izd-vo neft. i gorno-
toplivnoi lit-ry. Vol.l. [Compressors and pumps] Kompressory i
nasosy. 1958. 234 p. (MIRA 12:5)
(Petroleum industry-Equipment and supplies)
(Pumping machinery) (Compressors)

25(2) PHASE I BOOK EXPLOITATION SOV/1227
Yeiin, Vladimir Ivanovich, Soldatov, Konstantin Nikitich, and
SokolovsjE~ Solomon Moiseyevich
Nasosy i kompressory (Pumps and Compressors) Moscow, Gostoptekhiz-
dat, 1958. 371 P. 10,000 copies printed.
Executive Ed.: Svyatitskaya, K.P.; Tech. Ed.: Polosina, A.S.
PURPOSE: This book is intended as a textbook for students of
petroleum tekhnikums and may also be useful as a practical
manual for engineers and technicians in the petroleum industry.
COVERAGE: The book covers fundamental theory and basic principles of
the design and operation of pumps, compressors, and fans, and
describes various types of these machines used in petroleum
industry. Basic rules for operation, maintenance, and repair
are presented. Chapters I-VI were written by V.I. Yelin,
Car4==1/:1z�-

Pumps and Compressors
SOV/1227
Chs. VII-XIX by K.N. Soldatov', and Chs. XX-XXY.I by S.M. Sokolovskiy.
The following Soviet scientists and organizations and their fields
of contribution are mentioned: V.G. Shukov., P.K. Khudyakov, I.I.
Kukulevskiy, L.S. Leybenzon, and A.A. Get'ye - development of
piston pumps; N. Ye. Zhukovskiy and S.A. Chaplygin - principles
of impeller-blade theory; I.I. ltukolevskiy, I.G. Yes'man, G.F.
Proskura, and A.A. Burdakov - improvement and application of
centrifugal pumps; Scientific-Research Institute for Petroleum
Machinery).OKB (8pecial Design Bureau) on pistonless pumps, and
Giproazneft' (State Institute for Design and Planning of the
Azerbaydzhan Petroleum Industry), and machine building plants:
"Borets" (first to build pumps and compressors for the petroleum
industrA, "Krasnyy molot-, it and plant imeni. Montin-equipping
the USSR petroleum industry with domestic pumps. There are 13
references, all Soviet.
TABLE OF CONTENTS:
PART I. PUMPS
General Information 3
Card 2/15

SOKOLOVSK-1Y, S.M.
Electric-arc low capacity steel furnacqu. Biul.tekh.-ekon.inform.
no.12:13-15 '58. (MIRA 11:12)
(Electric furnaces) (Steel metallurgy)

SOKOLOVSKIY, 3.14.
Induction furnaces and mixers working on industrial frequency
and having iron cores. Biul.tekh.-ekon.inform. no.12:16-18
158, (MIRA 11,12)
(Blectrometallurgy)

AUTHORj Sokolovsk4y, S.M., En64nee_: /-Ag
TITLE: Output Prospects anJ_ Normalization of Piston 0-cmzressors
(Perspektilvy -,Yypuska i normal ii zaa t 5--*-,,;-a
PERIODICALi Standartizatsiya, 1958, Nr 3, PP 45-18 (USSR)
ABSTRAM The article deals with the general design prin:._;pl~_s of norr-a-
lized (i.e. standardized) piston compress3rs be-ing produced now
by the "Borets" plant. The new '12S" type air compressors are
characterized by an angular positilon of t-he cylinders, the use
of raller bearings for the crankshaft and needle bearings in the
slide block he-ad, a reduced wsj~l
of ~'_l mc _ng parts, and a
standard "base" (the crank lri-~,e, the f.:7ame and casing). TeQhnic-
al characteristics of the compressore built on the standard
"base" are given. This year the plant will produce also com--
pressors on "bases" "2P11 and 115P11. Characteristics of compres--
sors which the plant plans to produ,:~e cr- tho 115P" base (Wit!7~
loads on piston -rod up tc- 5,000 k27) are 4_ndic~ted (Table 4)-
There are 4 tableg.
ASSOCIATIONt MashinostroitelInyy zavod "Borets" (Machine Building Plant
"Borets")
Card 1/1
1. Compressors--Characteristics 2. Compressors--Standardization

SOKOLOVSKIY, S.M.
The OKB-69? electric vacuum batch furnace. Biul.takh.-ekon.informs
no.2:19-21 159. (MIRA 12:3)
(Electric furnacea)

SOKOI,OVSKIY, S.m., IFIrIl.
Safety problem in installing electric Lrives in areas er:7osed to
fire and explosion hazards. Khim. rr-sh. 3 no.3:39-LO Mv--je '59.
OU-U 12:12)
(Electric driving) (Compressors)

SOKOLOVSKIY, S.14.
Vacuim electric shaft furnaces. Billi.tekh.-ekon.inforri.
no,5:117-29 '59- (MIRA 12:8)
(Electric furnaces) (Vacuum metallurgy)

SOKOLOVSKly. S.14.
The -213 photocompensation comparator. Biul.takh.-ekon.inforn.
no.12:35-36 159. 04IRk 13:4)
(Electric meters)

PHASE I BOOK EXPLOITATION SOV/5398
Sokolovskiy, Solomon Moiseyevich
Uglovyye kompressory (Angular C')mpressors) Moscow, Gostoptekhizdat,
196o. 89 P. 5,i6o copies printed.
Exec. Ed.: G.V.Rastova; Tech. Ed.: I.G.Fedotova.
PURPOSE: This booklet is intended for the personnel of all branches
of Industry using compressors,
COVERAGE: The booklet discusses the design of angular compressors
based on general compressor characteristics. Compressor au-
tomation, protection, installation, and operation are described.
No personalities are mentioned. There are no references.
TABLE OF CONTENTS:
Introduction
3
C ard --I~

SOKOIOVSKIY, S. M.
The D533 type electric measuring instruments. Biul.teLt.-ekon.
inform. no.1:41"~6 160. MIRE 13:5)
(Electric instruments)

SOKOIOVSKIY, S. M.
Switchboard electric meters. Biul.tekh.-ekon.inform.
no-7:34-35 160. (Mnh 13:7)
(Electric meters)
7-
k
j!

S/193/60/000/012/010/018
A004/A001
AUTHOR: Sokolovskiy, S. M.
TITLE: The Noiseless Panel-Type K18 Electric Tachometers
PERIODICAL: Byulletent tekhniko-ekonomicheskoy informatsii, 1960, No. 12,PP.31-32
TEXT: The Leningrad "Vibrator" Plant has designed and tested the noiseless
panel-type remote-control K18 electric tachometer, which is intended for the
measurement and recording of the number of revolutions of propeller shafts of sea-
going and river boats, and shafts of other machines. The speed being measured is
converted by a pickup into electromotive force, the frequency of which-is propor-
tional to the rotation speed being measured. The pickup voltage is transmitted to
the synchronous three-phase motors of the meters whose speed of rotation is pro-
portional to the pickup frequency. With the aid of an induction device,this speed
is converted into a proportional deviation of the measuring indicat76r~._ The rairec-
tion of shaft rotation determines the order of phase sequence in the pickup and
produces a deviation of the measuring indicator to either side. Depending on the
measuring range and type of pickup, the tachometers can be used for shafts with
the following diameters: 50-200 mm, 90-340 mm, and 200-500 mm. The basic errors
Card 1/3

SlI93160100010 12/010/018
The Noiseless Panel-Type K18 Electric Tachometers A004/AOOI
of the tachometers do not eiceed + 1% of the total of the final scale values. The
scale length of the meter -types A160 (1160), Wi8i (ii8i), and g183 (1183) amount
to 200 and 150 - 155 mm. The angle of the meter scales is 270 . Relaxation tim-
does not exceed 3 sec. The tachometers are intended for service in a temperature
range of the surrounding air from -4o to +6oo and a relative humidity of up to
98%. The indicating errors caused by temperature changes from +200 do not exceed
� 0.5% of the total of end values for each 100 of temperature variation. Indicat-
ing errors caused by the effects of outer magnetic fields do not exceed + 1% of
the scale end values. The supplying current at the full deviation of tl~_e indica-
tor and a voltage of 18 v amounts to 0.2 amp. The tachometer is vibration and
shock-proof. The tested voltage of the insulation amounts to 500 v. The rated
power of the pickup is 27 v.amp, the mean pickup voltage is 18 v. The tachometer
pickup is a waterproof arc-stator synchronous three-phase generator. The 1150 and
1160 meters are splashproof, while the 1181 and 1183 meters are hermetically
sealed. The below-mentioned table presents the weights and dimensions of the
tachometer parts.
Table:
1) Basic tachometer parts; 2) weight, kg; 3) overall dimensions, mm; 4) ril
(G11) pickup; 5) G12 pickup; 6) G13 pickup; 7) !150 meter; 8) 1160 meter;
Card 2/3

The Noiseless Panel-Type K18 Electric Tachometers
9) 1181 or 1183
meter; 10) set of
spare parts.
There is I figure
and 1 table.
OCHOSHUe IIACTH TaXOXeTP;-
S/iq3/6o/ooo/oi2/61o/o18
AOOI~/AOOj
P33Me-
Bec, xz Piz, M.U.
q).RaTIM-c ri, . . . . . . . . .
5) ri2 . . . . . . . . . . .

r 13 ~fl io . . . . . .
t7) MSMCPHTeAb

9) 1 1 . . . 16-18
22-27
26-47

2
3
3,6 342Y28-5x,A6
463w3g5x]46
65-3X43OX146

110 x I 10 x 95
135,,135xl'S
215xi44Xtv2
10) KOMnICKT 3allaCI[IJX tIftCTeA
ard 3/3

ABAKUI-,,OVSKIY, D.D.; ANASTASIIN, V.F.; RATS, F.Ye.- SOKOLOVSKIY S M.-
SOLDATOV, K.N.; VROI.ISKIY, L.11., vedushchiy red.; TROFIMOV, A.V.
tekhn. red.
[New equipment used in the petroleum industry; 19611 Novoe neftianoe
oboradovanie; 1961 god. I-,osl,-va, Gos. nauchno-tekhn. izd-vo neft. i
gorno-toplivnoi lit-ry, 1961. 154 p. WIRA -14-12)
(Petroleum industry-Equipment and supplies)

SOKODWSKIY, SAM. , ir-,zh.
New compreosors made at the Borers Plant. U-im. mash.
no.6-7-110 N-D --61. (MIRk 15,.2)
(Compressors)

~,OKOLOUKIY, S.M.
Recordirig ulertric meters with a watch mechanism for feeding diagram
paper. Biul.tekh.-ekon.inform. no.7z54-55 161. (MIRA 14:8)
(Electric meters)

SOKOLGVSKIY, S.M.
The Kh13 electric qj~antity meters and Kh14 relay quantity meters.
Biul.tekh.-ekon.inform. no-10:53 161. (MIM 14:10)
(Electric meters)

SOKOLOVSKIY, S.M.
The N320 high-speed recording device. Biul.tekh.-ekon.inform.-
Gos.nauch.-issl.inst.nauch. i tekh.irfform. no.6:39-40 10'2.
(MIRA 15:7)
(Recording instruments)