MULTIPARAMETER OPTIMAL DESIGN OF PLATES AND SHELLSMROZ Z.1972; J. STRUCT. MECH.; U.S.A.; DA. 1972; VOL. 1; NO 3; PP. 371-392; BIBL. 1 P.Serial Issue

ON THE DESCRIPTION OF PLASTIC HARDENING OF MATERIALS WITH APPLICATION TO VARIABLE AND CYCLIC LOADING.MROZ Z.1977; IN: PROBL. RHEOL. MEC. SOLS. SYMP. FR.-POL. 2; NICE; 1974; VARSOVIE; ED. SCI. POL.; DA. 1977; PP. 293-317; BIBL. 1 P. 1/2Conference Paper

MULTIPARAMETER STRUCTURAL SHAPE OPTIMIZATION BY THE FINITE ELEMENT METHODDEMS K; MROZ Z.1978; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1978; VOL. 13; NO 2; PP. 247-263; BIBL. 25 REF.Article

ON THE PLASTIC-BRITTLE BEHAVIOUR OF ROCK AND CONCRETE.DRAGON A; MROZ Z.1976; MECH. RES. COMMUNIC.; G.B.; DA. 1976; VOL. 3; NO 5; PP. 429-434; BIBL. 4 REF.; 3 ILL.Article

OPTIMAL DESIGN OF STRUCTURES WITH VARIABLE SUPPORT CONDITIONS. = CONCEPTION OPTIMALE DE STRUCTURES AVEC DES CONDITIONS VARIABLES DE SUPPORTMROZ Z; ROZVANY GIN.1975; J. OPTIMIZ. THEORY APPL.; U.S.A.; DA. 1975; VOL. 15; NO 1; PP. 85-101; BIBL. 5 REF.Article

Hardening and degradation rules for metals under monotonic and cyclic loading = Regeln fuer die Verfestigung und das Versagen von Metallen unter monotoner und zyklischer BeanspruchungMRÓZ, Z.Journal of engineering materials and technology. 1983, Vol 105, Num 2, pp 113-118, issn 0094-4289Article

A CONSTITUTIVE MODEL FOR SAND WITH ANISOTROPIC HARDENING RULE = UN MODELE CONSTITUTIF DU SABLE AVEC REGLE DE DURCISSEMENT ANISOTROPIQUEMROZ Z; PIETRUSZCAK S.1983; INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS; ISSN 0363-9061; GBR; DA. 1983; VOL. 7; NO 3; PP. 305-320; BIBL. 34 REF.Article

OPTIMAL SHAPE DESIGN OF MULTICOMPOSITE STRUCTURESDEMS K; MROZ Z.1980; J. STRUCT. MECH.; ISSN 0360-1218; USA; DA. 1980; VOL. 8; NO 3; PP. 309-329; BIBL. 12 REF.Article

NON-STATIONARY OPTIMALITY CONDITIONS IN STRUCTURAL DESIGNMASUR EF; MROZ Z.1979; INTERNATION. J. SOLIDS STRUCT.; GBR; DA. 1979; VOL. 15; NO 6; PP. 503-512; BIBL. 13 REF.Article

A CONTINUUM MODEL FOR PLASTIC-BRITTLE BEHAVIOUR OF ROCK AND CONCRETEDRAGON A; MROZ Z.1979; INTERNATION. J. ENGNG SCI.; GBR; DA. 1979; VOL. 17; NO 2; PP. 121-137; BIBL. 15 REF.Article

VARIATIONAL APPROACH BY MEANS OF ADJOINT SYSTEMS TO STRUCTURAL OPTIMIZATION AND SENSITIVITY ANALYSIS. I: VARIATION OF MATERIAL PARAMETERS WITHIN FIXED DOMAINDEMS K; MROZ Z.1983; INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES; ISSN 0020-7683; USA; DA. 1983; VOL. 19; NO 8; PP. 677-692; BIBL. 8 REF.Article

FINITE ELEMENT APPLICATIONS OF VISCOPLASTICITY WITH SINGULAR YIELD SURFACESMROZ Z; SHARMA KG.1980; INTERNATION. J. NUMER. METHODS ENGNG; USA; DA. 1980; VOL. 15; NO 3; PP. 421-436; BIBL. 16 REF.Article

OPTIMAL DESIGN OF IMPULSIVELY LOADED PLASTIC BEAMS FOR ASYMMETRIC MODE MOTIONSLEPIK U; MROZ Z.1978; INTERNATION. J. SOLIDS STRUCT.; GBR; DA. 1978; VOL. 14; NO 10; PP. 841-850; BIBL. 3 REF.Article

ASSOCIATED AND NON-ASSOCIATED SHIDING RULES IN CONTACT FRICTION PROBLEMS.MICHALOWSKI R; MROZ Z.1978; ARCH. MECH.; POL; DA. 1978; VOL. 30; NO 3; PP. 259-276; ABS. POL/RUS; BIBL. 16 REF.Article

COLUMN DESIGN: OPTIMIZATION OF SUPPORT CONDITIONS AND SEGMENTATION.ROZVANY GIN; MROZ Z.1977; J. STRUCT. MECH.; U.S.A.; DA. 1977; VOL. 5; NO 3; PP. 279-290; BIBL. 1 P.Article

FLEXION ET TRACTION DE POUTRES EN BETON AVEC COUCHE EXTERNE IMPREGNEE DE POLYMEREMROZ Z; PIETRUSZCZAK S.1977; ARCH. INZYNIER. LAD.; POLSKA; DA. 1977; VOL. 23; NO 2; PP. 125-144; BIBL. 5 REF.Article

OPTIMAL DESIGN OF STRUCTURES WITH INSPECIFIED LOADING DISTRIBUTION.MROZ Z; GARSTECKI A.1976; J. OPTIMIZ. THEORY APPL.; U.S.A.; DA. 1976; VOL. 20; NO 3; PP. 359-380; BIBL. 4 REF.Article

ON INITIATION OF FLOW OF GRANULAR MATERIALS FROM HOPPERS = LES DEBUTS D'ECOULEMENT DE MATERIAUX GRANULAIRES HORS D'UNE TREMIEMROZ Z; ZUBELEWICZ A.1982; DEFORMATION AND FAILURE OF GRANULAR MATERIALS. INTERNATIONAL UNION OF THEORETICAL AND APPLIED MECHANICS. SYMPOSIUM/1982/DELFT; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 569-577; BIBL. 9 REF.; ILL.Conference Paper

FINITE ELEMENT ANALYSIS OF DEFORMATION OF STRAIN-SOFTENING MATERIALSPIETRUSZCZAK S; MROZ Z.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 3; PP. 327-334; BIBL. 9 REF.Article

A VISCOPLASTIC MATERIAL MODEL AND ITS APPLICATION TO CYCLIC LOADINGKUJAWSKI D; MROZ Z.1980; ACTA MECH.; AUT; DA. 1980; VOL. 36; NO 3-4; PP. 213-230; ABS. ENG; BIBL. 15 REF.Article

OPTIMAL DESIGN OF VIBRATING BEAMS WITH UNSPECIFIED SUPPORT REACTIONSSZELAG D; MROZ Z.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 19; NO 3; PP. 333-349; BIBL. 5 REF.Article

ANALYSE DES PROPRIETES MECANIQUES DE BETON IMPREGNE DE POLYMEREMROZ Z; PIETRUSZCZAK S.1977; ARCH. INZYNIER. LAD.; POLSKA; DA. 1977; VOL. 23; NO 2; PP. 107-124; ABS. RUSSE ANGL.; BIBL. 14 REF.Article

A DERIVATION OF THE UNIQUENESS CONDITIONS IN COUPLED THERMOPLASTICITY. = DERIVATION DES CONDITIONS D'UNICITE EN THERMOPLASTICITE COUPLEEMROZ Z; RANIECKI B.1976; INTERNATION. J. ENGNG SCI.; G.B.; DA. 1976; VOL. 14; NO 4; PP. 395-401; BIBL. 1 REF.Article

SIMPLIFIED THEORIES OF CYCLIC PLASTICITY. = THEORIE SIMPLIFIEE POUR LA PLASTICITE CYCLIQUEMROZ Z; LIND NC.1975; ACTA MECH.; AUTR.; DA. 1975; VOL. 22; NO 1-2; PP. 131-152; ABS. ALLEM.; BIBL. 12 REF.Article

APPLICATION OF AN ANISOTROPIC HARDENING MODEL IN THE ANALYSIS OF ELASTO-PLASTIC DEFORMATION OF SOILS = APPLICATION D'UN MODELE ANISOTROPE DE DURCISSEMENT DANS L'ANALYSE DES DEFORMATIONS ELASTO-PLASTIQUE DES SOLSMROZ Z; NORRIS A; ZIENKIEWICZ OC et al.1979; GEOTECHNIQUE; GBR; DA. 1979; VOL. 29; NO 1; PP. 1-34; ABS. FRE; BIBL. 27 REF.Article