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CRACK TIP FINITE ELEMENTS ARE UNECESSARY. = DES ELEMENTS FINIS DE POINTE DE FISSURE NE SONT PAS NECESSAIRESHENSHELL RD; SHAW KG.1975; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1975; VOL. 9; NO 3; PP. 495-507; BIBL. 23 REF.Article

NONCONFORMING FINITE ELEMENT ANALYSIS OF SHELLS. = ANALYSE PAR ELEMENT FINI NON CONFORME DES COQUESCHANG KOON CHOI; SCHNOBRICH WC.1975; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 447-464; BIBL. 1 P.Article

COMMENTS ON THE ACCURACY OF NINE-NODED ISOPARAMETRIC FINITE ELEMENTS.JOFRIET JC; LELIEVRE B; FWA TF et al.1978; COMPUTERS AND STRUCT.; G.B.; DA. 1978; VOL. 8; NO 1; PP. 67-74; BIBL. 6 REF.Article

SUMMARY OF SIF DESIGN GRAPHS FOR CRACKS EMANATING FROM CIRCULAR HOLESKARLSSON A; BACKLUND J.1978; INTERNATION. J. FRACTURE; NLD; DA. 1978; VOL. 14; NO 6; PP. 585-596; ABS. FRE; BIBL. 18 REF.Article

THREE-DIMENSIONAL ELASTO-PLASTIC FINITE ELEMENT ANALYSIS.OWEN DRJ; SALONEN EM.1975; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1975; VOL. 9; NO 1; PP. 209-218; BIBL. 15 REF.Article

AN EVALUATION OF FINITE ELEMENTS WITH IMPROVED ASSURED CONVERGENCE FOR PLANE STRESS AND PLANE STRAIN. = EVOLUTION D'ELEMENTS FINIS AVEC CONVERGENCE ASSUREE ET AMELIOREE POUR CONTRAINTE ET DEFORMATION PLANEMARTIN CW; PATTERSON C.1974; IN: FINITE ELEM. METHODS ENG. PROC. INT. CONF.; KENSINGTON, AUST.; 1974; KENSINGTON; UNISEARCH LTD.; DA. 1974; PP. 219-230; BIBL. 11 REF.Conference Paper

CUBIC ISOPARAMETRIC ROLLING/TRAVELLING FINITE ELEMENTSZEID F; PADOVAN J.1982; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1982; VOL. 15; NO 1; PP. 11-22; BIBL. 15 REF.Article

QUADRATIC AND CUBIC TRANSITION ELEMENTSHUSSAIN MA; VASILAKIS JD; PU SL et al.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 9; PP. 1397-1406; BIBL. 8 REF.Article

SHAPE FUNCTIONS FOR THE ISOPARAMETRIC TRANSITION ELEMENTS FOR CROSS-SECTIONAL PROPERTIES AND STRESS ANALYSIS OF BEAMSSURANA KS.1980; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1980; VOL. 15; NO 9; PP. 1403-1407; BIBL. 1 REF.Article

TRANSITION FINITE ELEMENTS FOR AXISYMMETRIC STRESS ANALYSISSURANA KS.1980; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1980; VOL. 15; NO 6; PP. 809-832; BIBL. 14 REF.Article

A SIMPLE AND EFFECTIVE SUBROUTINE FOR THE PLANE ISOPARAMETRIC STIFFNESS MATRIX COMPUTATIONGARCIA DE JALON DE LA FUENTE J; AZCONA J.1980; ADV. ENG. SOFTWARE; GBR; DA. 1980; VOL. 2; NO 3; PP. 107-116; BIBL. 18 REF.Article

PLANE INTERSECTIONS AND CONTOURS FOR GENERAL ISOPARAMETRIC SOLIDSAKIN JE; STODDART WCT.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 1-2; PP. 155-157; BIBL. 3 REF.Article

AN ISOPARAMETRIC FINITE ELEMENT WITH DECREASED SENSITIVITY TO MIDSIDE NODE LOCATIONMULLEN RL; DICKERSON R.1983; COMPUTERS & STRUCTURES; ISSN 0045-7949; USA; DA. 1983; VOL. 17; NO 4; PP. 611-615; BIBL. 6 REF.Article

CONTROL OF SPURIOUS MODES IN THE NINE-NODE QUADRILATERAL ELEMENTCOOK RD; FENG ZHAO HUA.1982; INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 10; PP. 1576-1580; BIBL. 9 REF.Article

STRSIT: CONTOUR PLOTTING OF STRESSES IN PLANES OF INTERSECTIONHALL CA; PORSCHING TA; SLEDGE F et al.1980; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1980; VOL. 12; NO 2; PP. 221-224; BIBL. 3 REF.Article

SINGULAR ISOPARAMETRIC FINITE ELEMENTS.WAIT R.1977; J. INST. MATH. APPL., LONDON; G.B.; DA. 1977; VOL. 20; NO 1; PP. 133-141; BIBL. 10 REF.Article

A NOTE ON MOMENT BALANCE IN THE ISOPARAMETRIC SHELL ELEMENT.KATNIK R.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 1; PP. 199-200; BIBL. 2 REF.Article

ELASTIC-PLASTIC DYNAMIC ANALYSIS OF AXISYMMETRIC SOLIDS.NAGARAJAN S; POPOV EP.1974; COMPUTERS AND STRUCT.; G.B.; DA. 1974; VOL. 4; NO 6; PP. 1117-1134; BIBL. 1 P. 1/2Article

ELEMENTS ISOPARAMETRIQUES EFFICACES DES PLAQUES ORTHOTROPES D'UNE EPAISSEUR MOYENNE POUR LE CALCUL DES CONSTRUCTIONS SPATIALESMILEJKOVSKIJ IE; TRAJNIN LA.1982; STROIT. MEH. RASCET SOORUZ.; ISSN 509078; SUN; DA. 1982; NO 5; PP. 10-14; BIBL. 7 REF.Article

"NONPRI": AN EFFECTIVE NON-PRISMATIC THREE DIMENSIONAL BEAM FINITE ELEMENTRESENDE L; DOYLE WS.1981; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1981; VOL. 14; NO 1-2; PP. 71-77; BIBL. 11 REF.Article

A DOUBLY CURVED ISOPARAMETRIC TRIANGULAR SHELL ELEMENTMOHR G.1981; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1981; VOL. 14; NO 1-2; PP. 9-13; BIBL. 19 REF.Article

A THEORETICALLY IMPROVED AND EASILY IMPLEMENTED VERSION OF THE AHMAD THICK SHELL ELEMENTTALHA MA.1979; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1979; VOL. 14; NO 1; PP. 125-142; BIBL. 18 REF.Article

FAILURE OF BRITTLE MATERIALS DUE TO CRACK PROPAGATION. = RUPTURE DES MATERIAUX FRAGILES DUE A LA PROPAGATION DE FISSUREMAJID KI; AL HASHIMI K.1976; STRUCT. ENGR; G.B.; DA. 1976; VOL. 54; NO 5; PP. 175-182; BIBL. 2 REF.Article

ANALYSE NUMERIQUE D'UN PROBLEME DE SURFACES MINIMA PAR ELEMENTS FINIS D'ORDRE 1 ET 2. INTERPRETATION PROBABILITE DU SCHEMA EXPLICITE DE L'EQUATION DE LA CHALEUR.JOSSE B.1974; ; S.L.; DA. 1974; PP. (98P.); BIBL. 16 REF.; (THESE DOCT. 3E. CYCLE, SPEC. ANAL. MEC.; PARIS VI)Thesis

MATHEMATICAL SIMULATION OF SINGULARITIES FOR ISOPARAMETRIC ELEMENTS OF ARBITRARY ORDERSNAYFEH AH; NASSAR EAAM.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 3; PP. 465-470; BIBL. 3 REF.Article

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