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Results 1 to 25 of 191

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DAS PLASTISCHE KNICKEN VON METALLSTAEBEN = LE FLAMBAGE PLASTIQUE DE POUTRES METALLIQUESHARDT R; VIBRANS G.1981; FORSCH. INGENIEUR WES.; ISSN 0015-7899; DEU; DA. 1981; VOL. 47; NO 4; PP. 101-104; ABS. ENG; BIBL. 6 REF.Article

SHAKE-DOWN THEOREMS FOR BEAM STRUCTURES.KONIECZNY L.1974; BULL. ACAD. POLON. SCI., SCI. TECH.; POLOGNE; DA. 1974; VOL. 22; NO 5; PP. 353-362; ABS. RUSSE; BIBL. 2 REF.Article

TORSIONAL RIGIDITIES FOR BARS UNDER FULLY PLASTIC TORSION.TSUAN WU TING.1973; S.I.A.M. J. APPL. MATH.; U.S.A.; DA. 1973; VOL. 25; NO 1; PP. 54-68; BIBL. 21 REF.Article

BEHAVIOUR OF A RIGID-PLASTIC BEAM LOADED TO FINITE DEFLECTIONS BY A RIGID CIRCULAR INDENTERLOW HY.1981; INT. J. MECH. SCI.; ISSN 0020-7403; GBR; DA. 1981; VOL. 23; NO 7; PP. 387-393; BIBL. 8 REF.Article

PLASTIC ANALYSIS OF RESTRAINED SWAY COLUMNS. = ANALYSE PLASTIQUE DE COLONNES ENCASTREES SUSCEPTIBLES D'OSCILLERCHEONG SIAT MOY F.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 9; PP. 2010-2013; BIBL. 7 REF.Article

PLASTIC DESIGN OF BEAMS: OPTIMAL LOCATIONS OF SUPPORTS AND STEPS IN YIELD MOMENT. = CONCEPTION PLASTIQUE DES POUTRES: LOCALISATION OPTIMUM DES SUPPORTS ET ETAGES DANS LE MOMENT DE LIMITE D'ECOULEMENTPRAGER W; ROZVANY GIN.1975; INTERNATION. J. MECH. SCI.; G.B.; DA. 1975; VOL. 17; NO 10; PP. 627-631; BIBL. 4 REF.Article

TORSION PLASTIQUE D'UN TORE INCOMPLETZADOYAN MA.1975; DOKL. AKAD. NAUK S.S.S.R.; S.S.S.R.; DA. 1975; VOL. 223; NO 2; PP. 318-321; BIBL. 8 REF.Article

THE EFFECT OF GEOMETRY CHANGES ON THE LOAD CARRYING CAPACITY OF BEAMS UNDER TRANSVERSE LOAD.GUERKOEK A; HOPKINS HG.1973; S.I.A.M. J. APPL. MATH.; U.S.A.; DA. 1973; VOL. 25; NO 3; PP. 500-521; BIBL. 24 REF.Article

PLASTICITY SPREAD IN MILD STEEL PRE-CRACKED CHARPY BARSBANDYOPADHYAY SN; MUBEEN A.1979; ENG. FRACT. MECH.; ISSN 0013-7944; USA; DA. 1979; VOL. 12; NO 2; PP. 167-180; BIBL. 29 REF.Article

ESPACEMENT DES CONTREVENTEMENTS LATERAUX EN CALCUL PLASTIQUE.DJALALY H.1976; CONSTR. METALL.; FR.; DA. 1976; VOL. 13; NO 2; PP. 5-23; ABS. ANGL. ALLEM.; BIBL. 1 P. 1/2Article

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

DYNAMIC PLASTIC RESPONSE OF BEAMS RESTING ON FLUID. = REPONSE DYNAMIQUE PLASTIQUE DES POUTRES SUR UN FLUIDEKRAJCINOVIC D.1975; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1975; VOL. 11; NO 11; PP. 1235-1243; BIBL. 13 REF.Article

ANALYSE DES PROBLEMES DE STABILITE D'UNE COLONNE DANS LE DOMAINE PLASTIQUE.VIRLOGEUX M.1975; C.R. ACAD. SCI., B; FR.; DA. 1975; VOL. 280; NO 9; PP. 247-250; ABS. ANGL.; BIBL. 5 REF.Article

DYNAMIC RESPONSE OF RIGID-PLASTIC BEAMS, GENERAL CASE OF LOADING. = REPONSE DYNAMIQUE DES POUTRES RIGIDO-PLASTIQUES, CAS GENERAL DE CHARGEMENTKRAJCINOVIC D.1974; J. STRUCT. MECH.; U.S.A.; DA. 1974; VOL. 3; NO 4; PP. 439-457; BIBL. 9 REF.Article

FAILURE MECHANISM OF WEBS IN SHEAR.SKALOUD M.1974; STAVEB. CAS.; CESKOSL.; DA. 1974; VOL. 22; NO 7; PP. 421-423; BIBL. 4 REF.Article

PLASTIC FAILURE OF DUCTILE BEAMS LOADED DYNAMICALLY. = RUPTURE PLASTIQUE DES POUTRES DUCTILES CHARGEES DYNAMIQUEMENTJONES N.1976; J. ENGNG INDUSTRY; U.S.A.; DA. 1976; VOL. 98; NO 1; PP. 131-136; BIBL. 23 REF.Article

COLLAPSE MODES OF A RIGID-PLASTIC BEAM ON A RIGID-PLASTIC FOUNDATION.BOSTROM PO.1975; INTERNATION. J. MECH. SCI.; G.B.; DA. 1975; VOL. 17; NO 1; PP. 73-84; BIBL. 6 REF.Article

CONTROLE DES MURS FORMES DE POUTRES METALLIQUES LORSQU'IL N'APPARAIT PAS DE ROTULES PLASTIQUESLAMPSI BB.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 5; PP. 11-13; BIBL. 7 REF.Article

EFFECT OF CURVATURE ON PLASTIC LIMIT ANALYSIS OF CURVED I-BEAMS. = EFFET DE LA COURBURE SUR L'ANALYSE PLASTIQUE LIMITE DES POUTRES I COURBESLAMBLIN D; GUERLEMENT G.1974; J. STRUCT. MECH.; U.S.A.; DA. 1974; VOL. 3; NO 3; PP. 301-315; BIBL. 10 REF.Article

RECHERCHE SUR L'INFLUENCE DE L'EFFET BOUSCHINGER SUR L'INSTABILITE PLASTIQUE, PAR L'EXEMPLE D'UNE STRUCTURE DE BARRESKOWALCZYK K; ZYCZKOWSKI M.1974; ROZPR. INZYN.; POLSKA; DA. 1974; VOL. 22; NO 2; PP. 145-167; ABS. RUSSE ANGL.; BIBL. 16 REF.Article

DEFORMATIONS HYPERCRITIQUES ET RUPTURE DES TIGES NON ELASTIQUESLEONOV M YA; GOL'DENSHLYUGER SV.1982; PROBL. PROCN. (KIEV); ISSN 0556-171X; UKR; DA. 1982; NO 1; PP. 18-21; ABS. ENG; BIBL. 4 REF.Article

ON THE IMPACT END IN LONGITUDINAL DYNAMIC PLASTIC WAVE PROPAGATION.NICHOLSON DW; PHILLIPS A.1978; ACTA MECH.; AUT; DA. 1978; VOL. 29; NO 1-4; PP. 76-92; ABS. GER; BIBL. 13 REF.Article

STABILITE LOCALE DE BARRES COMPRIMEES EXCENTRIQUEMENTMOISEEV VI.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 12; PP. 29-34; BIBL. 8 REF.Article

PLASTIC RESISTANCE OF SECTIONS UNDER BIAXIAL BENDING AND TORSION. = RESISTANCE PLASTIQUE DES SECTIONS SOUS FLEXION ET TORSION BIAXIDESSHAKIR KHALIL H.1976; STRUCT. ENGR; G.B.; DA. 1976; VOL. 54; NO 3; PP. 99-103; BIBL. 11 REF.Article

THE COLLAPSE BEHAVIOUR OF PLATE GIRDERS LOADED IN SHEAR. = COMPORTEMENT A L'ECROULEMENT DE POUTRES-CAISSONS CHARGES EN CISAILLEMENTPORTER DM; ROCKEY KC; EVANS HR et al.1975; STRUCT. ENGR; G.B.; DA. 1975; VOL. 53; NO 8; PP. 313-325; BIBL. 24 REF.Article

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