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kw.\*:("ELEMENT FINI TRIANGULAIRE")

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ELEMENT FINI TRIANGULAIRE POUR UNE ENVELOPPE CYLINDRIQUE CIRCULAIRESTASENKO IV; KULIKOV YU A.1973; IZVEST. VYSSH. UCHEBN. ZAVED., MASH.-STR.; S.S.S.R.; DA. 1973; NO 12; PP. 5-8; BIBL. 5 REF.Article

EXPLICIT TRIANGULAR BENDING ELEMENT MATRIX.DOYLE WS; HARRISON RL.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 7; PP. 1459-1472; BIBL. 7 REF.Article

ON A FINITE ELEMENT SCHEME BASED ON THE DISCRETE KIRCHHOFF ASSUMPTION. = SCHEMA D'ELEMENT FINI BASE SUR L'ASSOMPTION DISCRETE DE KIRCHHOFFKIKUCHI F.1975; NUMER. MATH.; DTSCH.; DA. 1975; VOL. 24; NO 3; PP. 211-231; BIBL. 1 P.Article

ELASTIC-PLASTIC PLATE BENDING WITH CONSTANT CURVATURE ELEMENTS. = FLEXION ELASTIQUE-PLASTIQUE D'UNE PLAQUE AVEC ELEMENTS A COURBURE CONSTANTELARKIN LA.1974; IN: INT. CONF. VEH. STRUCT. MECH. FINITE ELEM. APPL. VEH. DES.; DETROIT, MICH.; 1974; NEW YORK; SOC. AUTOM. ENG.; DA. 1974; PP. 18-25; BIBL. 10 REF.Conference Paper

METHODE DES ELEMENTS FINIS APPLIQUEE AU CALCUL DES SYSTEMES DE PLAQUES COPLANAIRES.BOSSONEY C.1974; Z. ANGEW. MATH. PHYS.; SCHWEIZ.; DA. 1974; VOL. 25; NO 2; PP. 269-291; ABS. ANGL.; BIBL. 13 REF.Article

CONVENIENT GENERATION OF STIFFNESS MATRICES FOR THE FAMILY OF PLANE TRIANGULAR ELEMENTSSUBRAMANIAN G; BOSE J.1982; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1982; VOL. 5; NO 1; PP. 85-89; BIBL. 3 REF.Article

ON THE EIGHTEEN DEGREES OF FREEDOM TRIANGULAR ELEMENTSTAVITSKY D; MACAGNO E; CHRISTENSEN J et al.1981; COMPUT. METHODS APPL. MECH. ENG.; ISSN 0045-7825; NLD; DA. 1981; VOL. 26; NO 3; PP. 265-283; BIBL. 5 REF.Article

SIMPLIFIED HYBRID DISPLACEMENT METHOD FOR LINEAR FINITE-ELEMENT ANALYSIS OF GENERAL SHELLS.KIKUCHI F; ANDO Y.1974; PRESS VESSELS PIPG; G.B.; DA. 1974; VOL. 2; NO 2; PP. 155-164; BIBL. 7 REF.Article

A FAMILY OF EQUILIBRIUM PLATE BENDING ELEMENTS. = UNE FAMILLE D'ELEMENTS D'EQUILIBRE DE PLAQUES EN FLEXIONSOMERVAILLE IJ.1974; IN: FINITE ELEM. METHODS ENG. PROC. INT. CONF.; KENSINGTON, AUST.; 1974; KENSINGTON; UNISEARCH LTD.; DA. 1974; PP. 247-256; BIBL. 7 REF.Conference Paper

TRIANGULAR FINITE ELEMENTS FOR POISSON'S EQUATION WITH NODALS DERIVATIVES. = ELEMENTS FINIS TRIANGULAIRES POUR L'EQUATION DE POISSON AVEC DES DERIVEES NODALESTSIPOURAS P.1976; COMPUTERS AND STRUCT.; G.B.; DA. 1976; VOL. 6; NO 3; PP. 173-176; BIBL. 1 REF.Article

FINITE ELEMENT ANALYSIS OF ELASTIC-PLASTIC PLANE STRESS PROBLEM. = ANALYSE PAR ELEMENTS FINIS DES PROBLEMES ELASTOPLASTIQUES DE CONTRAINTES PLANESWINNICKI L; KLEIBER M; KWIECINSKI M et al.1975; ROZPR. INZYN.; POLSKA; DA. 1975; VOL. 23; NO 4; PP. 609-624; ABS. POL. RUSSE; BIBL. 9 REF.Article

DESH, EIN EINFACHES FLACHES SCHALENELEMENT UEBER DREIECKIGEM GRUNDRISS. = DESH, UN ELEMENT SIMPLE TRIANGULAIRE POUR COQUE PEU PROFONDEROHWER K; PIENING M.1975; DTSCHE LUFT- U. RAUMFAHRT, MITT.; DTSCH.; DA. 1975; VOL. 75; NO 13; PP. 1-36; ABS. ANGL.; BIBL. 3 P.Serial Issue

AN ERROR ANALYSIS OF VARIOUS FINITE ELEMENT PATTERNS.UDOGUCHI T; OKAMURA H; KANO T et al.1973; BULL. J.S.M.E.; JAP.; DA. 1973; VOL. 16; NO 102; PP. 1803-1813; BIBL. 10 REF.Article

NONLINEAR ANALYSIS OF SKEW PLATES USING THE FINITE ELEMENT METHOD. = ANALYSE NON LINEAIRE DES PLAQUES OBLIQUES A L'AIDE DE LA METHODE DES ELEMENTS FINISSRINIVASAN RS; BOBBY W.1976; COMPUTERS AND STRUCT.; G.B.; DA. 1976; VOL. 6; NO 3; PP. 199-202; BIBL. 11 REF.Article

HIGH-ORDER TRIANGULAR FINITE ELEMENT FOR SHELL ANALYSIS. = ELEMENT FINI TRIANGULAIRE D'ORDRE ELEVE POUR L'ANALYSE DES COQUESDAWE DJ.1975; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1975; VOL. 11; NO 10; PP. 1097-1110; BIBL. 31 REF.Article

AUTOMATIC TRIANGULATION OF ARBITRARY PLANAR DOMAINS FOR THE FINITE ELEMENT METHOD.CAVENDISH JC.1974; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1974; VOL. 8; NO 4; PP. 679-696; BIBL. 18 REF.Article

REDUNDANT STRUCTURE CONCEPTS IN FINITE ELEMENT ANALYSES. = CONCEPTS DE STRUCTURE REDONDANTE DANS LES ANALYSES AUX ELEMENTS FINISMEEK JL.1975; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1975; VOL. 9; NO 4; PP. 765-773; BIBL. 20 REF.Article

ELASTIC-PLASTIC PLATE BENDING WITH CONSTANT CURVATURE ELEMENTS. = FLEXION DES PLASUES ELASTOPLASTIQUES AVEC DES ELEMENTS A COURBURE CONSTANTELARKIN LA.1974; S.A.E. TRANS.; U.S.A.; DA. 1974; VOL. 83; NO 2; PP. 1333-1340; BIBL. 10 REF.Article

SHAKEDOWN OF ROLLING WHEEL UNDER HUB LOADING.ANAND SC; GARG VK.1974; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 6; PP. 1237-1251; BIBL. 17 REF.Article

A HIGH PRECISION TRIANGULAR PLATE BENDING ELEMENT FOR THE ANALYSIS OF THICK PLATES.VENKATESWARA RAO G; VENKATARAMANA J; RAJU IS et al.1974; NUCL. ENGNG DESIGN; NETHERL.; DA. 1974; VOL. 30; NO 3; PP. 408-412; BIBL. 8 REF.Article

A STUDY OF THREE-NODE TRIANGULAR PLATE BENDING ELEMENTSBATOZ JL; BATHE KJ; LEE WING HO et al.1980; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1980; VOL. 15; NO 12; PP. 1771-1812; BIBL. 60 REF.Article

DEVELOPMENT OF COMPARABLE TRIANGULAR SHELL FINITE ELEMENTROHWER K.1979; D.F.V.L.R. FORSCH.-BER.; DEU; DA. 1979; VOL. 79; NO 25; 51 P.; ABS. ENG; BIBL. 14 REF.Serial Issue

FINITE DYNAMIC ELEMENT FORMULATION FOR A PLANE TRIANGULAR ELEMENTGUPTA KK.1979; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1979; VOL. 14; NO 10; PP. 1431-1448; BIBL. 6 REF.Article

CLOSED FORM ELASTIC-PLASTIC STIFFNESS MATRIX FOR AXISYMMETRIC FINITE ELEMENTS.RICH TP.1978; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1978; VOL. 12; NO 1; PP. 59-65; BIBL. 5 REF.Article

EXPLICIT STIFFNESS MATRIX OF THE LINEARLY VARYING STRAIN TRIANGULAR ELEMENT.MOSER K; SWOBODA G.1978; COMPUTERS AND STRUCT.; G.B.; DA. 1978; VOL. 8; NO 2; PP. 311-314; BIBL. 6 REF.Article

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