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UNE METHODE POUR L'APPROXIMATION DE LA COURBE CONTRAINTE-DEFORMATION DANS LE CHAMP DES GRANDES DEFORMATIONS PLASTIQUESTOMOV B.1975; TEKH. MISAL; BALG.; DA. 1975; VOL. 12; NO 1; PP. 77-82; BIBL. 4 REF.Article

SUR LE CARACTERE DE LA DEFORMATION PLASTIQUE D'UN ECHANTILLON A RUPTURE ET LES LOIS DE FORMATION DE COLKALUGIN YU K; YUZHAKOV IV.1974; ZAVODSK. LAB.; S.S.S.R.; DA. 1974; VOL. 40; NO 10; PP. 1259-1261Article

DISPOSITIF POUR DES ESSAIS D'EXTENSION SOUS UNE PRESSION JUSQU'A 15 KBARZAJTSEV VI; OSYKA EI; MARCHENKO IM et al.1974; PRIBORY TEKH. EKSPER.; S.S.S.R.; DA. 1974; NO 5; PP. 183-185; BIBL. 7 REF.Article

DETERMINATION OF THE J INTEGRAL ON COMPACT TEST PIECESVOLKOV GS.1981; PROBL PROCN. (KIEV); ISSN 0556-171X; UKR; DA. 1981; NO 5; PP. 37-42; ABS. ENG; BIBL. 8 REF.Article

STRENGTH AND STABILITY OF SANDWICH WALLS = RESISTANCE ET STABILITE DE PAROIS SANDWICHTATSA EZ; LEVY M.1975; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 449-467; BIBL. 5REF.Article

CARACTERISTIQUES RESISTANCE-DEFORMATION DE LA SECTION DROITE DE BETON ARMESZALAI K.1975; MELYEPITESTUDOM. SZEMLE; MAGYAR.; DA. 1975; VOL. 25; NO 12; PP. 547-555; ABS. ALLEM. RUSSE ANGL. FR.; BIBL. 10 REF.Article

INSTALLATION POUR L'ETUDE DES PROPRIETES MECANIQUES DES MICROECHANTILLONS LORS DE L'ETIREMENTAMMER SA; ELISEEV VA; GRUZDEV AD et al.1975; ZAVODSK. LAB.; S.S.S.R.; DA. 1975; VOL. 41; NO 1; PP. 110-111; BIBL. 7 REF.Article

ON THE CYCLIC STRESS-STRAIN RESPONSE OF COPPER AT LOW STRESS AMPLITUDES = REPONSE DU CUIVRE A LA CONTRAINTE CYCLIQUE-DEFORMATION AUX FAIBLES AMPLITUDES DE CONTRAINTEPOLAK J; KLESNIL M.1982; SCRIPTA METALLURGICA; ISSN 0036-9748; USA; DA. 1982; VOL. 16; NO 11; PP. 1235-1238; BIBL. 14 REF.Article

LOAD-DEFLECTION CURVES FOR RADIAL TYRESKOUTNY F.1981; APPL. MATH. MODEL.; ISSN 0307-904X; GBR; DA. 1981; VOL. 5; NO 6; PP. 422-427; BIBL. 13 REF.Article

ON THE USEFULNESS OF HOLLOMON EQUATION FOR THE INTERPRETATION OF THE STRESS-STRAIN RELATIONSHIP OF TITANIUM = SUR L'UTILITE DE L'EQUATION D'HOLLOMAN POUR L'INTERPRETATION DES COURBES CONTRAINTE-DEFORMATION DU TITRUSZKOWSKI W.1981; ARCH. HUT.; ISSN 0004-0770; POL; DA. 1981; VOL. 26; NO 3; PP. 395-401; ABS. POL; BIBL. 24 REF.Article

ENTSTEHUNG UND EINTEILUNG VON EIGENSPANNUNGEN IN WERKSTOFFEN = FORMATION AND CLASSIFICATION OF INTERNAL STRESSES IN MATERIALSTIETZ HD.1980; NEUE HUETTE; DDR; DA. 1980-10; VOL. 25; NO 10; PP. 371-377; BIBL. 23 REF.Article

ON THE BIAXIAL TESTING AND STRENGTH OF COATED FABRICSREINHARDT HW.1976; EXPER. MECH.; U.S.A.; DA. 1976; VOL. 16; NO 2; PP. 71-74; BIBL. 21REF.Article

CONSTITUTIVE EQUATIONS AND PUNCH-INDENTATION OF CONCRETECHEN ACT; WAI FAH CHEN.1975; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 6; PP. 889-906; BIBL. 8REF.Article

TRANSFORMATIONAL SUPERPLASTICITY IN THE BI2O3-SM2O3 EUTECTOID SYSTEM.SMYTH JR; BRADT RC; HOKE JH et al.1975; J. AMER. CERAM. SOC.; U.S.A.; DA. 1975; VOL. 58; NO 9-10; PP. 381-384; BIBL. 19 REF.Article

ANALYSE CONTRAINTE DEFORMATION D'UNE POUTRE EN BETON PRECONTRAINT APRES FISSURATIONSZULCZYNSKI T.1975; ARCH. INZYNIER. LAD.; POLSKA; DA. 1975; VOL. 21; NO 2; PP. 321-326; ABS. RUSSE ANGL.; BIBL. 8 REF.Article

A METHOD FOR STRAIN RATE CHANGE EXPERIMENTS WITHOUT YIELD DROPFROHLICH F; GRAU P.1972; PHYS. STATUS SOLIDI, A; ALLEM.; DA. 1972; VOL. 14; NO 1; PP. 115-121; ABS. ALLEM.; BIBL. 21 REF.Serial Issue

ON THE CONCEPT OF STRESS-STRAIN RELATIONS IN PLASTICITYLEHMANN T.1982; ACTA MECH.; ISSN 0001-5970; AUT; DA. 1982; VOL. 42-43; NO 4; PP. 263-275; BIBL. 28 REF.Article

VARIATIONS DU COEFFICIENT DE DEFORMATION TRANSVERSALE DANS UN ETAT DE CONTRAINTES PLANESOSTROVSKIJ AA.1982; PROBL. PROCN. (KIEV.); ISSN 0556-171X; UKR; DA. 1982; NO 5; PP. 24-27; ABS. ENG; BIBL. 13 REF.Article

ON A PROBLEM IN THE DYNAMIC THEORY OF CRACKSTAIT RJ; MOODIE TB.1981; Q. APPL. MATH.; ISSN 0033-569X; USA; DA. 1981; VOL. 39; NO 3; PP. 419-423; BIBL. 5 REF.Article

LIMITING TENSILE STRAIN CRITERION FOR FAILURE OF CONCRETECARINO NJ; SLATE FO.1976; J. AMER. CONCR. INST.; U.S.A.; DA. 1976; VOL. 73; NO 3; PP. 160-165; BIBL. 14REF.Article

CONSTITUTIVE RELATIONS FOR CONCRETECHEN ACT; WAI FAH CHEN.1975; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 465-481; BIBL. 1P.Article

FRACTURE AND STRESS-STRAIN RELATIONSHIP OF CONCRETE UNDER TRIAXIAL COMPRESSIONRANGA PALANISWAMY; SHAH SP.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 5; PP. 901-916; BIBL. 18 REF.Article

TWO METHODS FOR ANALYSING THE STABILITY OF SLENDER CONCRETE COLUMNS AND FRAMESSARJA A.1974; NORD. BETONG; SVERIGE; DA. 1974; NO 5; PP. 21-29; BIBL. 6 REF.Article

BRAZILIAN TENSILE TEST FOR SOILSKRISHNAYYA AVG; EISENSTEIN Z.1974; REV. CANAD. GEOTECH.; CANADA; DA. 1974; VOL. 11; NO 4; PP. 632-642; H.T. 1; ABS. FR.; BIBL. 17 REF.Article

FRACTURE DIAGRAMS DURING LOADING AT HIGH TEMPERATURESMAKHUTOV NA; MERKULOV VN.1982; PROBLEMY PROCNOSTI (KIEV); ISSN 0556-171X; UKR; DA. 1982; NO 10; PP. 12-15; ABS. ENG; BIBL. 12 REF.Article

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