Pascal and Francis Bibliographic Databases

Help

Search results

Your search

kw.\*:("ELASTOPLASTIC STRUCTURE")

Document Type [dt]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Language

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Author Country

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Origin

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 25 of 228

  • Page / 10
Export

Selection :

  • and

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

EXTREMUM THEOREMS FOR THE SOLUTION OF THE RATE PROBLEM IN ELASTIC-PLASTIC FRACTURING STRUCTURESCAPURSO M.1979; J. STRUCT. MECH.; USA; DA. 1979; VOL. 7; NO 4; PP. 411-434; BIBL. 18 REF.Article

ON UNIQUENCES IN THE ELASTOPLASTIC ANALYSIS OF FRAMES.SMITH DL; MUNRO J.1978; J. STRUCT. MECH.; U.S.A.; DA. 1978; VOL. 6; NO 1; PP. 85-106; BIBL. 14 REF.Article

COLLAPSE ANALYSIS OF ELASTIC-PLASTIC TRUSSES WITH UNSTABLE BARS.CORRADI L; DE DONATO O.1977; MECH. RES. COMMUNIC.; G.B.; DA. 1977; VOL. 4; NO 6; PP. 417-422; BIBL. 6 REF.Article

ON A STABILITY CONDITION FOR ELASTIC PLASTIC STRUCTURES.CORRADI L.1977; MECCANICA; ITAL.; DA. 1977; VOL. 12; NO 1; PP. 24-37; ABS. ITAL.; BIBL. 24 REF.Article

SAFETY ANALYSIS FOR RANDOM ELASTIC-PLASTIC FRAMES IN THE PRESENCE OF SECOND-ORDER GEOMETRICAL EFFECTSCASCIATI F; FARAVELLI L.1980; APPL. MATH. MODELLG; GBR; DA. 1980; VOL. 4; NO 1; PP. 16-22; BIBL. 11 REF.Article

ELASTIC AND ELASTOPLASTIC STRUCTURES WITH UNILATERAL CONSTRAINTS.CAIS S.1978; ACTA TECH. C.S.A.V.; CSK; DA. 1978; VOL. 23; NO 4; PP. 498-516; BIBL. 8 REF.Article

AN ELASTIC-PLASTIC ANALYSIS OF GRID STRUCTURES. = ANALYSE ELASTOPLASTIQUE DES STRUCTURES RETICULEESDINNO KS; SAFFARINI AR.1975; IN: INT. CONF. SPACE STRUCT. 2. PROC.; GUILFORD; 1975; GUILFORD; UNIV. SURREY; DA. 1975; PP. 589-597; BIBL. 11 REF.Conference Paper

A LOCAL BOUNDING PRINCIPLE FOR DISSIPATION ENERGY IN SHAKEDOWN OF ELASTIC-PERFECTLY PLASTIC SOLIDSPOLIZZOTTO C.1980; INTERNATION. J. SOLIDS STRUCT.; GBR; DA. 1980; VOL. 16; NO 3; PP. 253-263; BIBL. 11 REF.Article

INTERACTION DES ELEMENTS ELASTOPLASTIQUES MINCES D'UNE CONSTRUCTION AVEC LES ONDES DE CHOC DANS DES MILIEUX COMPRESSIBLES PARFAITSBAZHENOV VG; KOCHETKOV AV; MIKHAJLOV GS et al.1979; IZVEST. AKAD. NAUK S.S.S.R., MEKH. TVERD. TELA; SUN; DA. 1979; NO 2; PP. 141-149; BIBL. 13 REF.Article

SUR LA PRISE EN COMPTE DU TRAVAIL COLLECTIF DES ELEMENTS ELASTOPLASTIQUES DANS LES CONSTRUCTIONSGVOZDEV AA; MADATYAN SA; SEGALOV AE et al.1978; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1978; NO 5; PP. 1-4; BIBL. 5 REF.Article

A PROBABILISTIC APPROACH TO THE DEFORMATION ANALYSIS OF ELASTIC-PLASTIC FRAMES.CASCIATI F.1978; J. STRUCT. MECH.; U.S.A.; DA. 1978; VOL. 6; NO 1; PP. 45-50; BIBL. 16 REF.Article

AN IMPROVED UPPER BOUND TO MAXIMUM DEFLECTIONS OF ELASTIC-PLASTIC STRUCTURES AT SKATEDOWNDOROSZ S.1978; J. STRUCT. MECH.; USA; DA. 1978; VOL. 6; NO 3; PP. 267-287; BIBL. 13 REF.Article

MINIMAL COST IN ELASTO-PLASTIC STRUCTURES.CINQUINI C; MERCIER B.1976; MECCANINA; ITAL.; DA. 1976; VOL. 11; NO 4; PP. 219-226; ABS. ITAL.; BIBL. 43 REF.Article

CALCUL DES STRUCTURES FONCTIONNANT AU-DELA DE LA LIMITE D'ELASTICITECHAPLINSKIJ IA; SEBESHEV VG; KOROTEEV GI et al.1980; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1980; NO 7; PP. 38-46; BIBL. 5 REF.Article

THE METHOD OF LINES APPLIED TO CRACK PROBLEMS INCLUDING PLASTICITY EFFECTFU LS; MALIK SN.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 3; PP. 447-456; BIBL. 16 REF.Article

INCREMENTAL FORMULATION IN NONLINEAR MECHANICS AND LARGE STRAIN ELASTO-PLASTICITY. NATURAL APPROACH. II.ARGYRIS JH; DOLTSINIS JS; KLEIBER M et al.1978; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1978; VOL. 14; NO 2; PP. 259-294; BIBL. 20 REF.Article

CALCUL MACHINE DES SYSTEMES STATISTIQUEMENT INDETERMINES AVEC DES LIAISONS ELASTOPLASTIQUESOSTROVSKIJ A YU; MOSKALEV AL.1978; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1978; NO 5; PP. 42-45; BIBL. 2 REF.Article

ELASTIC-PERFECTLY PLASTIC BEHAVIOR OF A PORTAL FRAME WITH VARIATION IN COLUMN AXIAL FORCES.NONAKA T.1978; J. STRUCT. MECH.; U.S.A.; DA. 1978; VOL. 6; NO 1; PP. 61-84; BIBL. 13 REF.Article

MINIMUM WEIGHT STRUCTURES IN THE ELASTO-PLASTIC RANGEPOPESCU H; CHIROIV V.1978; REV. ROUMAINE SCI. TECH., MEC. APPL.; ROM; DA. 1978; VOL. 23; NO 4; PP. 583-599; BIBL. 9 REF.Article

BOUNDS ON DISPLACEMENTS FOR ELASTOPLASTIC STRUCTURES BY THE APPLICATION OF ENERGY METHODSCAPURSO M.1982; JOURNAL OF STRUCTURAL MECHANICS; ISSN 0360-1218; USA; DA. 1982-1983; VOL. 10; NO 4; PP. 403-417; BIBL. 14 REF.Article

SUR UNE STRUCTURE ELASTOPLASTIQUE FORMEE D'UN MATERIAU A ECROUISSAGE CINEMATIQUE ET SOUMISE A UN CHARGEMENT PERIODIQUE.ZARKA J.1978; C.R. ACAD. SCI., B; FR.; DA. 1978; VOL. 286; NO 5; PP. 65-68; ABS. ANGL.; BIBL. 3 REF.Article

LE PROCEDE DE S.P. TIMOSSENKO DANS LES PROBLEMES DE STABILITE DE L'EQUILIBRE DES SYSTEMES ELASTO-PLASTIQUESSHEVELEV LP.1978; PRIKL. MEKH., U.S.S.R.; S.S.S.R.; DA. 1978; VOL. 14; NO 6; PP. 31-37; BIBL. 9 REF.Article

ELASTO-PLASTIC FINITE ELEMENT ANALYSIS.KALEV I; GLUCK J.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 5; PP. 875-881; BIBL. 7 REF.Article

MATHEMATICAL PROGRAMMING METHODS FOR DEFORMATION ANALYSIS AT PLASTIC COLLAPSE.MAIER G; GRIERSON DE; BEST MJ et al.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 5; PP. 599-612; BIBL. 18 REF.Article

  • Page / 10