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DYNAMIC ANALYSIS OF ELASTIC-PLASTIC SPACE FRAMES.MORRIS NF.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 1; PP. 285-298; BIBL. 1 P.Conference Paper

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NEUES BERECHNUNGSVERFAHREN FUER ELASTISCH-PLASTISCH BEANSPRUCHTE QUERPRESSVERBAENDE. I. = NOUVELLE METHODE DE CALCUL DES EMMANCHEMENTS A LA PRESSE SOUMIS A DES CONTRAINTES ELASTIQUES-PLASTIQUES. I.KOLLMANN FG.1978; KONSTRUKTION; DEU; DA. 1978; VOL. 30; NO 7; PP. 271-275Article

ELASTO-PLASTIC ANALYSES OF CYLINDRICAL PRESSURE VESSELS WITH REVERSED DISHED ENDSAGGARWAL SK; NAYAK GC.1980; INT. J. PRESS. VESSELS PIPING; ISSN 0308-0161; GBR; DA. 1980; VOL. 8; NO 6; PP. 419-449; BIBL. 18 REF.Article

Generalized inverses in elastic-plastic analysis of structuresDOMASZEWSKI, M; BORKOWSKI, A.Journal of structural mechanics. 1984, Vol 12, Num 2, pp 219-244, issn 0360-1218Article

Further studies on elastic-plastic stable fracture utilizing the T* integralBRUST, F. W; NISHIOKA, T; ATLURI, S. N et al.Engineering fracture mechanics. 1985, Vol 22, Num 6, pp 1079-1103, issn 0013-7944Article

Elasto-plastic uncoupled procedure for consolidation analysis and its comparison with coupled proceduresYAMAGAMI, T; UETA, Y; HARUMOTO, S et al.International conference on numerical methods in geomechanics. 1985, pp 605-612Conference Paper

Charge à deux paramètres des plaques flexibles et des coques dans le domaine élastoplastiqueVASIN, R. A; STOLYAROV, N. N; RYABOV, A. A et al.Prikladnaâ mehanika (Kiev). 1985, Vol 21, Num 1, pp 117-119, issn 0032-8243Article

On the asymptotic continuum analysis of quasistatic elastic-plastic crack growth and related problemsDRUGAN, W. J.Journal of applied mechanics. 1985, Vol 52, Num 3, pp 601-605, issn 0021-8936Article

An exact elastoplastic solution to antiplane problem of double period uniform distribution crack field in anisotropic infinite planeHAO TIAN-HU; WU YONG-CHANG.Engineering fracture mechanics. 1988, Vol 30, Num 2, pp 169-175, issn 0013-7944Article

ELASTISCH-PLASTISCHE KERBBEANSPRUCHUNGEN IN ABGESETZEN ROTATIONSSYMMETRISCHEN WELLEN UNTER TORSION = CONTRAINTES ELASTOPLASTIQUES DUES A L'EFFET D'ENTAILLE DANS DES ARBRES ETAGES A SYMETRIE DE REVOLUTION, SOUMIS A DES EFFORTS DE TORSIONAMSTUTZ H; SEEGER T.1982; KONSTRUKTION (1981); ISSN 0720-5953; DEU; DA. 1982; VOL. 34; NO 5; PP. 191-195; BIBL. 15 REF.Article

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BEHAVIOUR OF PORTAL AND STRUT TYPES OF BEAM-COLUMNSHAN DJ; CHEN WF.1983; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1983; VOL. 5; NO 1; PP. 15-25; BIBL. 20 REF.Article

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THEORETISCH-NUMERISCHE BEANSPRUCHUNGSANALYSE UND VERSAGENSBEURTEILUNG VON DRUCKBEHAELTERN = ANALYSE THEORIQUE-NUMERIQUE DES SOLLICITATION ET EVALUATION DE LA RUPTURE D'UNE ENCEINTE SOUS PRESSIONSIEGELE D; SOMMER E; MEYSENBURG CMV et al.1980; Z. WERKSTOFFTECH.; ISSN 0049-8688; DEU; DA. 1980; VOL. 11; NO 11; PP. 400-411; ABS. ENG; BIBL. 11 REF.Article

ELASTIC-PLASTIC FRACTURE = RUPTURE ELASTOPLASTIQUELANDES JD ED; BEGLEY JA ED; CLARKE GA ED et al.1979; FRACTURE TESTING OF METALS. SYMPOSIUM/1977/ATLANTA GA; USA; PHILADELPHIE: ASTM; DA. 1979; STP 668; 771 P.; 23 CM; BIBL. DISSEM.Conference Proceedings

THE THEOREMS OF STRUCTURAL VARIATION GENERALIZED FOR RIGIDLY JOINTED FRAMES = GENERALISATION DES THEOREMES DE VARIATION STRUCTURALE ET LEUR APPLICATION A DES OSSATURES A LIAISONS RIGIDESMAJID KI; SAKA MP; CELIK T et al.1978; INST. CIV. ENGRS, PROC.; GBR; DA. 1978; VOL. 65; PP. 839-856; BIBL. 16 REF.Article