CHAMP DES VITESSES DANS LE PROBLEME DE LA PENETRATION DE L'ETAMPEALEKSEEV AE.1981; P.M.T.F.; SUN; DA. 1981; NO 5; PP. 147-149; BIBL. 4 REF.Article

ON THE LIMIT ANALYSIS AND CERTAIN VARIATIONAL PRINCIPLE FOR RIGID PLASTIC SOLIDS.TELEGA JJ.1974; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1974; VOL. 22; NO 5; PP. 421-426; ABS. RUSSE; BIBL. 7 REF.Article

APPLICATION DU THEOREME STATIQUE A UN RIGIDE PLASTIQUE SANS UTILISATION D'UN ISOSTATIQUE ASSOCIE.LORIN PA.1975; CONSTR. METALL.; FR.; DA. 1975; VOL. 12; NO 2; PP. 32-36; ABS. ANGL. ALLEMArticle

PROBLEME A SYMETRIE CYCLIQUE RELATIF A L'ANALYSE LIMITE DES COQUESDEKHTYAR AS; YADGAROV D YA.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITELL. ARKHIT.; SUN; DA. 1979; NO 4; PP. 32-37; BIBL. 7 REF.Article

A NOTE ON AN IDEAL FIBRE-REINFORCED RIGID-PLASTIC BEAM BROUGHT TO REST BY TRANSVERSE IMPACT. = NOTE SUR UNE POUTRE RIGIDE PLASTIQUE IDEALE RENFORCEE PAR DES FIBRES, AMENEE AU REPOS PAR UN IMPACT TRANSVERSALSPENCER AJM.1976; MECH. RES. COMMUNIC.; G.B.; DA. 1976; VOL. 3; NO 1; PP. 55-58; BIBL. 2 REF.Article

DEFORMATION PLANE DES CORPS RIGIDO-PLASTIQUES PARFAITS EN TENANT COMPTE DES VARIATIONS DES LIMITESBYKOVTSEV GI; KHROMOV AI.1979; IZVEST. AKAD. NAUK S.S.S.R., MEKH. TVERD. TELA; SUN; DA. 1979; NO 2; PP. 71-78; BIBL. 9 REF.Article

ENFONCEMENT D'UNE ETAMPE CONVEXE DANS UN DEMI-PLANGEOGDZHAEV VO.1976; PRIKL. MEKH., U.S.S.R.; S.S.S.R.; DA. 1976; VOL. 12; NO 4; PP. 128-131; BIBL. 4 REF.Article

OPTIMAL DESIGN OF PLATES LOADED BY TWO SETS OF LATERAL LOADS. = CONCEPTION OPTIMALE DE PLAQUES CHARGEES PAR DEUX ENSEMBLES DE CHARGES LATERALESSHAMIEV FG.1975; ARCH. MECH.; POLAND; DA. 1975; VOL. 27; NO 2; PP. 317-324; ABS. POL. RUSSE; BIBL. 8 REF.Article

BEARING CAPACITY OF A COULOMB PLATE ON ELASTIC FOUNDATION. = CAPACITE DE SUPPORT D'UNE PLAQUE DE COULOMB SUR UNE FONDATION ELASTIQUEMOHAGHEGH MM; COON MD.1975; J. APPL. MECH.; U.S.A.; DA. 1975; VOL. 42; NO 1; PP. 121-126; BIBL. 11 REF.Article

PROBLEME DE POINCONNEMENT D'UN OBSTACLESAGOMONYAN A YA; GENDUGOV VM; SAGOMONYAN EA et al.1982; VESTN. MOSK. UNIV., SER. 1: MAT. MEH.; ISSN 0579-9368; SUN; DA. 1982; NO 1; PP. 52-56; ABS. ENG; BIBL. 2 REF.Article

ON OPTIMIZATION OF THE LIMIT LOAD. = OPTIMISATION DE LA CHARGE LIMITEBORKOWSKI A.1975; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1975; VOL. 23; NO 11; PP. 919-924; ABS. RUSSE; BIBL. 5 REF.Article

ULTIMATE UNIFORM LOAD OF SKEW PLATES BUILT-IN ALONG FOUR AND THREE EDGES.SOBOTKA Z.1974; ACTA TECH. C.S.A.V.; CESKOSL.; DA. 1974; VOL. 19; NO 4; PP. 375-397; BIBL. 12 REF.Article

PROBLEME PLAN DE LA PENETRATION D'UNE ETAMPE RIGIDE DANS UN DEMI-ESPACE RIGIDO-PLASTIQUE PARFAITBYKOVTSEV GI; KHROMOV AI.1981; MEH. TVERD. TELA; ISSN 0572-3299; SUN; DA. 1981; NO 6; PP. 47-51; BIBL. 4 REF.Article

ANALIZA POWLOK RZTYWNO-PLASTYCZNYCH W ZAKRESE DUZYCH UGIEC = ANALYSE DES COQUES RIGIDO-PLASTIQUES AUX GRANDES DEFORMATIONSMITOW M; DUSZEK MK.1978; ROZPR. INZYN.; POL; DA. 1978; VOL. 26; NO 4; PP. 575-594; ABS. RUS/ENG; BIBL. 18 REF.Article

MATHEMATICAL ELABORATION OF THE DOUBLE SLIDING, FREE ROTATING MODEL.DE JOSSELIN DE JONG G.1977; ARCH. MECH.; POLAND; DA. 1977; VOL. 29; NO 4; PP. 561-591; ABS. POL. RUSSE; BIBL. 19 REF.Article

DIRECT LIMIT ANALYSIS VIA RIGID-PLASTIC FINITE ELEMENTS. = ANALYSE LIMITE DIRECTE PAR DES ELEMENTS FINIS RIGIDOPLASTIQUESNGUYEN DANG HUNG.1976; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1976; VOL. 8; NO 1; PP. 81-116; BIBL. 2 P.Article

APPLICATION DU PRINCIPE DU MAXIMUM DE PONTRYAGUINE A LA CONCEPTION OPTIMALE DES COQUES CYLINDRIQUES EN MATERIAU PLASTIQUE RIGIDELEPIK YU R.1975; IN: USP. MEKH. DEFORM. SRED; MOSKVA; NAUKA; DA. 1975; PP. 340-349; BIBL. 7 REF.Book Chapter

FINITE EXTENSIONAL DEFORMATION OF A RIGID PLASTIC ARCH.DADEPPO DA; SCHMIDT R.1974; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1974; VOL. 10; NO 9; PP. 1017-1034; ABS. RUSSE; BIBL. 6 REF.Article

AN EXPERIMENTAL STUDY OF THE BURST STRENGTH OF ROTATING DISKS.PERCY MJ; BALL K; MELLOR PB et al.1974; INTERNATION. J. MECH. SCI.; G.B.; DA. 1974; VOL. 16; NO 11; PP. 809-817; BIBL. 13 REF.Article

LARGE DEFORMATIONS OF RIGID-PLASTIC CIRCULAR PLATESKONDO K; PIAN THH.1981; INT. J. SOLIDS STRUCT.; ISSN 0020-7683; USA; DA. 1981; VOL. 17; NO 11; PP. 1043-1055; BIBL. 11 REF.Article

PLASTIC BEAMS AT FINITE DEFLECTION UNDER TRANSVERSE LOAD WITH VARIABLE END- CONSTRAINTSGUERKOEK A; HOPKINS HG.1981; J. MECH. PHYS. SOLIDS; ISSN 0022-5096; GBR; DA. 1981; VOL. 29; NO 5-6; PP. 447-476; BIBL. 14 REF.Article

INFLUENCE DE L'EXTENSION DU BORD D'ATTAQUE SUR LA DISTRIBUTION DES CONTRAINTES SOUS UN POINCON CONIQUEBUTKEVICH LN; MARTYNENKO MD.1980; VESCI AKAD. NAVUK BSSR, SER. FIZ.-TEH. NAVUK; ISSN 0002-3566; BYS; DA. 1980; NO 3; PP. 41-45; ABS. ENG; BIBL. 8 REF.Article

VARIANTE DE LA CONSTRUCTION DE LA THEORIE DE LA PLASTICITE DES MILIEUX A DILATATIONMAKAROV EH S; TOLOKONNIKOV LA.1979; IZVEST. AKAD. NAUK S.S.S.R., MEKH. TVERD. TELA; SUN; DA. 1979; NO 1; PP. 88-93; BIBL. 7 REF.Article

SOME PARTIAL PROBLEMS OF THE RIGID-PLASTIC EQUILIBRIUM. I. ANALYSIS.WOZNIAK M.1977; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1977; VOL. 25; NO 10; PP. 871-878; ABS. RUSSE; BIBL. 5 REF.Article

SOME SPATIAL PROBLEMS OF THE RIGID-PLASTIC EQUILIBRIUM. II. SPECIAL CASES AND EXAMPLES OF SOLUTIONS.WOZNIAK M.1977; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1977; VOL. 25; NO 10; PP. 879-886; ABS. RUSSE; BIBL. 5 REF.Article