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AN EXPERIMENTAL INVESTIGATION CONCERNING YIELD SURFACES AND LOADING SURFACES.PHILLIPS A; MOON H.1977; ACTA MECH.; AUTR.; DA. 1977; VOL. 27; NO 1-4; PP. 91-102; ABS. ALLEM.; BIBL. 15 REF.Article

PRINCIPALES EXIGENCES CONCERNANT LES SPECTROGRAPHES ASTRONOMIQUES CONTEMPORAINSBOYARCHUK AA.1975; IN: NOV. TEKH. ASTRON. MATER. SOVESHCH. KOM. ASTRON. PRIBOROSTR. PRI ASTRON. SOV. AKAD. NAUK SSSR; KRYM; 1973; LENINGRAD; NAUKA; DA. 1975; PP. 5-7; BIBL. 2 REF.Conference Paper

VARIATION OF PLASTIC STRAIN RATIO WITH STRAIN LEVEL IN STEELS = VARIATION DU COEFFICIENT D'ANISOTROPIE PLASTIQUE DES ACIERS EN FONCTION DE LEUR DEFORMATIONARTHEY RP; HUTCHINSON WB.1981; METALL. TRANS. A; ISSN 0360-2133; USA; DA. 1981; VOL. 12; NO 10; PP. 1817-1822; BIBL. 17 REF.Article

TECTONOPHYSICAL CHARACTERISTICS OF STRESSES, SLOW DEFORMATION IN THE EARTH'S CRUST, AND THE EARTHQUAKE MECHANISMGZOVSKY MV; GRIGORIEV AS; GUSHCHENKO OI et al.1972; PHYS. EARTH PLANET. INTER.,; NETHERL.; DA. 1972; VOL. 6; NO 4; PP. 241-249; BIBL. 1/2P.; (STRESSES SLOW DEFORM. FRACT. EARTH. PROC. IASPEI-IAG-AGA-IAVCE SYMP. DISTRIB. STRESSES EARTH SLOW DEFORM. MECH. EARTHQUAKES; MOSCOW; 1971)Conference Paper

ARATE-TYPE CONSTITUTIVE MODEL FOR SOIL WITH A CRITICAL STATE.DAVIS RO; MULLENGER G.1978; INTERNATION. J. NUMER. ANAL. METHODS GEOMECH.; GBR; DA. 1978; VOL. 2; NO 3; PP. 255-282; BIBL. 19 REF.Article

DEFORMATION LIMITS FOR ROOFS AND WALLS OF PROFILE SHEETING = LIMITES ADMISSIBLES DE DEFORMATION DE TOITURES OU DE MURS EN PROFILES D'ALUMINIUMDOUHAN LENNART.1980; ; SWE; STOCKHOLM: SCBR; DA. 1980; SCBR/D32; 49 P.; 54 CM; BIBL. 11 REF.; ISBN 91-540-3319-5; L34691/(485)010Report

DEFORMATION PLASTIQUE CYCLIQUE ET DOMMAGE DE FATIGUE CUMULEKIKUKAWA M; JONO M; SONG J et al.1972; J. SOC. MATER. SCI. JAP.; JAP.; DA. 1972; VOL. 21; NO 227; PP. 753-758; ABS. ANGL.; BIBL. 6 REF.Serial Issue

VARIATION DE LA LIMITE DE PLASTICITE DES METAUX POREUX EN CAS DE DEFORMATION A FROIDMUSIKHIN AM.1979; POROSHKOV. METALLURG.; UKR; DA. 1979; NO 1; PP. 7-13; ABS. ENG; BIBL. 12 REF.Article

DIE ERMITTLUNG DES UMFORMGRADES (FORMAENDERUNG) ZUM ZWECKE DER ERMITTLUNG DER FLIESSSPANNUNG (UMFORMFESTIGKEIT) FUER WICHTIGE VERFAHREN DER MASSIVUMFORMUNG = DETERMINATION OF DEGREE OF DEFORMATION (CHANGE OF FORM) FOR THE PURPOSE OF YIELD STRESS DETERMINATION FOR IMPORTANT METHODS OF STRONG DEFORMATIONHINKFOTH R.1981; WISSENSCHAFTL. Z. TECH. HOCHSCH. OTTO VON GUERICKE; DDR; DA. 1981; VOL. 25; NO 3; PP. 95-98; BIBL. 5 REF.Article

BEMERKUNGEN ZUM VERSUCH VON HOHENEMSER. = REMARQUES SUR L'EXPERIENCE DE HOHENEMSERBETTEN J.1975; Z. ANGEW. MATH. MECH.; DTSCH.; DA. 1975; VOL. 55; NO 3; PP. 149-157; ABS. ANGL. RUSSE; BIBL. 12 REF.Article

CYCLIC RESISTANCE AT ROOM TEMPERATURE OF MONOCRYSTALS OF MOBEGA ND; TSYBANEV GV; KHAMAZA LA et al.1981; PROBL. PROCN. (KIEV); ISSN 0556-171X; UKR; DA. 1981; NO 10; PP. 60-63; ABS. ENG; BIBL. 10 REF.Article

KIVALASOS KEMENYEDES = SEGREGATION HARDENING = DURCISSEMENT PAR SEGREGATIONLENDVAI J.1981; MAGYAR FIZ. FOLYOIRAT; HUN; DA. 1981; VOL. 29; NO 4; PP. 329-350; BIBL. 44 REF.Article

CONSIDERAZIONI SULLO STATO LIMITE DI DEFORMAZIONE DELLE STRUTTURE IN CEMENTO ARMATO = CONSIDERATIONS SUR LES ETATS LIMITES DE DEFORMATION DES STRUCTURES EN BETON ARMEINDELICATO F; MARRO P.1979; INDUSTR. ITAL. CEMENTO; ITA; DA. 1979; VOL. 49; NO 7-8; PP. 465-477; ABS. FRE/ENG/GER; BIBL. 15 REF.Article

A CONSTITUTIVE MODEL FOR METALS APPLICABLE AT HIGH-STRAIN RATE = MODELE CONSTITUTIF APPLICABLE AUX METAUX AUX VITESSES DE DEFORMATION ELEVEESSTEINBERG DJ; COCHRAN SG; GUINAN MW et al.1980; J. APPL. PHYS.; ISSN 0021-8979; USA; DA. 1980; VOL. 51; NO 3; PP. 1498-1504; BIBL. 57 REF.Article

TENSILE BEHAVIOUR OF GAMMA -PHASE IN AL-MG SYSTEM AT HIGH TEMPERATUREFUKUCHI M; WATANABE K.1980; KEIKINZOKU; ISSN 0451-5994; JPN; DA. 1980; VOL. 30; NO 5; PP. 253-257; ABS. ENG; BIBL. 18 REF.Article

A RE-EVALUATION OF THE HALL-PETCH ANALYSIS.JOHNSON AA.1974; CANAD. METALLURG. QUART.; CANADA; DA. 1974; VOL. 13; NO 1; PP. 215-221; ABS. FR.; BIBL. 33 REF.; (JT GRAINS. EC. INT. ETE; MONTREAL; 1973)Conference Paper

THE PLASTIC MODULUS METHOD FOR EXPERIMENTAL LIMIT LOADSSCHROEDER J.1980; J. PRESS. VESSEL. TECHNOL.; USA; DA. 1980; VOL. 102; NO 2; PP. 226-229; BIBL. 9 REF.Article

TVARENI ZA STUDENA Z HLEDISKA FYZIKALNI METALURGIE. C. 2:ZMENY PEVNOSTNICH VLASTNOSTI PRI TVARENI ZA STUDENA = DAS KALTUMFORMEN AUS PHYSIKALISCH-METALLURGISCHER SICHT. T. 2H DEM VORSTAU = PHYSICAL METALLURGY ASPECTS OF COLD WORKING PROCESS. PT. 2FALTUS J.1982; HUT. LISTY; CSK; DA. 1982-03; VOL. 37; NO 3; PP. 183-188; BIBL. 32 REF.Article

THE DEFORMATION OF AG MG SINGLE CRYSTALS AT HIGH TEMPERATURESYAMAGUCHI M; UMAKOSHI Y.1979; PHILOS. MAG., A; GBR; DA. 1979; VOL. 39; NO 1; PP. 33-40; BIBL. 15 REF.Article

STRECKGRENZENVERHALTEN VON ALPHA -EISEN IM GRENZFALL HOMOGENER VERFORMUNG = YIELD POINT BEHAVIOR OF ALPHA IRON IN THE EXTREME CASE OF HOMOGENEOUS DEFORMATIONREIFF K; LUECKE K.1979; ARCH. EISENHUETTENWES.; DEU; DA. 1979-11; VOL. 50; NO 11; PP. 485-487; BIBL. 16 REF.Article

THE INTERFERENCE EFFECT OF DOUBLE SYMMETRICAL CRACKS ON GENERAL YIELD STRENGTHMAJIMA T.1982; INT. J. MECH. SCI.; ISSN 0020-7403; GBR; DA. 1982; VOL. 24; NO 3; PP. 147-155; BIBL. 4 REF.Article

LIMIT LOAD ANALYSIS IN GEOTECHNICS = ANALYSE DES CHARGES LIMITES EN GEOTECHNIQUELE TALLEC P; GUENNOUNI T.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982/ZURICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 525-531; BIBL. 12 REF.; ILL.Conference Paper

COMPORTEMENT DES POLYMERES A LA LIMITE ENTRE L'ELASTICITE FORCEE ET LA FRAGILITE.RATNER SB.1978; DOKL. AKAD. NAUK S.S.S.R.; SUN; DA. 1978; VOL. 243; NO 6; PP. 1491-1494; BIBL. 8 REF.Article

NH3-und FCKW-Kältemittel: Die Unterschiede in der Anlagentechnik = NH3 and CFC refrigerants-Differences in operating plant designBLUMHARDT, R.Klima, Kälte, Heizung. 1990, Vol 18, Num 7-8, pp 306-308, issn 0172-1984, 3 p.Article

STRAIN AND TILT CHANGES ASSOCIATED WITH THE STONE CANYON EARTHQUAKE OF SEPTEMBER 4, 1972BUFE C; TOCHER D.1972; EARTHQUAKE NOTES; U.S.A.; DA. 1972; VOL. 43; NO 3; PP. 21-24; BIBL. 5 REF.Serial Issue

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