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ANALYSE INCREMENTALE DES PROBLEMES ELASTOPLASTIQUES PAR ELEMENTS FINIS.NYSSEN C.1977; UNIV. LIEGE, FAC. SCI. APPL., COLLECT. PUBL.; BELG.; DA. 1977; NO 66; PP. 125-166; ABS. ANGL. ALLEM.; BIBL. 12 REF.Article

NONLINEAR INCREMENTAL ANALYSIS UP TO FAILURE OF AERONAUTICAL STRUCTURESNYSSEN C.1980; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1980; VOL. 12; NO 4; PP. 593-605; BIBL. 11 REF.Article

EQUILIBRIUM MODELS IN FINITE ELEMENT ELASTO-PLASTIC ANALYSISBECKERS P; NYSSEN C.1979; Z. ANGEW. MATH. MECH.; DDR; DA. 1979; VOL. 59; NO 5; PP. T168-T169; BIBL. 8 REF.Article

PRE- AND POST-DEGRADATION ANALYSIS OF COMPOSITE MATERIALS WITH DIFFERENT MODULI IN TENSION AND COMPRESSIONIDELSOHN S; LASCHET G; NYSSEN C et al.1982; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1982; VOL. 30; NO 2; PP. 133-149; BIBL. 12 REF.Article

ACCURACY VERSUS COMPUTATIONAL EFFICIENCY IN NONLINEAR DYNAMICSSANDER G; GERADIN M; NYSSEN C et al.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 17-18; NO 2; PP. 315-340; BIBL. 8 REF.Conference Paper

A unified approach for displacement, equilibrium and hybrid finite element models in elasto-plasticityNYSSEN, C; BECKERS, P.Computer methods in applied mechanics and engineering. 1984, Vol 44, Num 2, pp 131-151, issn 0045-7825Article

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