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A HYBRID STRESS DOUBLY CURVED SHELL FINITE ELEMENT.ALAYLIOGLU H; ALI R.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 3; PP. 477-480; BIBL. 8 REF.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

HIGH-ORDER CURVED FINITE ELEMENTSWACHSPRESS EL.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 5; PP. 735-745; BIBL. 7 REF.Article

A NUMERICAL COMPARISON OF HIGH ORDER TRANSFORMATION AND ISOPARAMETRIC TRANSFORMATION METHODSMCLEOD RJY; MURPHY R.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 241-247; BIBL. 9 REF.Article

INTERNALLY DISCONTINUOUS FINITE ELEMENTS FOR MOVING INTERFACE PROBLEMSSTEVEN GP.1982; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 4; PP. 569-582; BIBL. 9 REF.Article

INTEGRATION TECHNIQUES FOR ISOPARAMETRIC AND HIGHER ORDER BASES ON FINITE ELEMENTS WITH A CURVED SIDEANDERSEN CM; MCLEOD RJY.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 285-295; BIBL. 20 REF.Article

CURVED ISOPARAMETRIC INTERFACE SURFACE ELEMENT.BURAGOHAIN DN; SHAH V.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 205-209; BIBL. 5 REF.Article

USE OF TRIANGULAR AND ISOPARAMETRIC FINITE ELEMENTS IN THE SOLUTION OF HYDRODYNAMIC JOURNAL BEARINGSDHAGAT SK; SINHASAN R; SINGH DV et al.1982; J. INST. ENG., INDIA, MECH. ENG. DIV.; ISSN 0020-3408; IND; DA. 1982; VOL. 62; NO 6; PP. 184-189; BIBL. 10 REF.Article

APPLICATION OF FINITE ELEMENT METHOD TO POTENTIAL FLOW OVER A CYLINDERBANSAL RK; SACHDEVA RC; SESHADARI RC et al.1981; J. INSTIT. ENGRS (INDIA), MECH. ENGNG. DIV.; IND; DA. 1981; VOL. 61; NO 5; PP. 175-180; BIBL. 5 REF.Article

RATIONAL BASIS FUNCTIONS FOR CURVED ELEMENTSWACHSPRESS EL.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 235-239; BIBL. 6 REF.Article

A TRIANGULAR PLATE FINITE ELEMENT FOR LARGE-DISPLACEMENT ELASTIC-PLASTIC OF AUTOMOBILE STRUCTURAL COMPONENTSCHEN KK.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 1-2; PP. 203-215; BIBL. 29 REF.Article

AN EXPERIMENTAL INVESTIGATION OF THE USE OF ISOPARAMETRIC AND RATIONAL BASIS ELEMENTS IN A FLUID FLOW PROBLEMKEAST P; WOODFORD G.1982; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 4; PP. 557-568; BIBL. 10 REF.Article

DOUBLY-CURVED VARIABLE-THICKNESS ISOPARAMETRIC HETEROGENEOUS FINITE ELEMENT.MINICH MD; CHAMIS CC.1977; COMPUTERS AND STRUCT.; G.B.; DA. 1977; VOL. 7; NO 2; PP. 295-301; BIBL. 12 REF.Article

THREE-DIMENSIONAL HYBRID-STRESS ISOPARAMETRIC QUADRATIC DISPLACEMENT ELEMENTSSPILKER RL; SINGH SP.1982; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 3; PP. 445-465; BIBL. 14 REF.Article

INVARIANT 8-NODE HYBRID-STRESS ELEMENTS FOR THIN AND MODERATELY THICK PLATESSPILKER RL.1982; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1982; VOL. 18; NO 8; PP. 1153-1178; BIBL. 21 REF.Article

APPLICATION OF PENALTY FUNCTIONS TO A CURVED ISOPARAMETRIC AXISYMMETRIC THICK SHELL ELEMENTMOHR GA.1982; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1982; VOL. 15; NO 6; PP. 685-690; BIBL. 13 REF.Article

APPROXIMATION OF GENERAL ARCH PROBLEMS BY STRAIGHT BEAM ELEMENTSBERNADOU MICHEL; DUCATEL YVES.1982; ; FRA; DA. 1982; INRIA/120; 54 P.; 30 CM; ABS. FRE; BIBL. 19 REF.; RAPPORTS DE RECHERCHE; 120;[RAPP. RECH.-I.N.R.I.A.; ISSN 0249-6399; NO 120]Report

A UNIFORM STRAIN HEXAHEDRON AND QUADRILATERAL WITH ORTHOGONAL HOURGLASS CONTROLFLANAGAN DP; BELYTSCHKO T.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 5; PP. 679-706; BIBL. 13 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

MORE ON DISTORTED ISOPARAMETRIC ELEMENTSGIFFORD LN.1979; INTERNATION. J. NUMER. METHODS ENGNG; GBR; DA. 1979; VOL. 14; NO 2; PP. 290-291; BIBL. 4 REF.Article

A PIECEWISE PARABOLIC C1 APPROXIMATION TECHNIQUE FOR CURVED BOUNDARIESMCLEOD RJY; MITCHELL AR.1979; COMPUTERS MATH. APPL.; GBR; DA. 1979; VOL. 5; NO 4; PP. 277-284; BIBL. 4 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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