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kw.\*:("Elément fini quadrilatéral")

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Quadrilateral and hexahedron shape parametersROBINSON, J.Finite elements in analysis and design. 1994, Vol 16, Num 1, pp 43-52, issn 0168-874XArticle

Four-node flat shell element : drilling degrees of freedom, membrane-bending coupling, warped geometry, and behaviorCOOK, R. D.Computers & structures. 1994, Vol 50, Num 4, pp 549-555, issn 0045-7949Article

Linked interpolation for Reissner-Mindlin plate elements. III: An alternative quadrilateralXU, Z; ZIENKIEWICZ, O. C; ZENG, L. F et al.International journal for numerical methods in engineering. 1994, Vol 37, Num 9, pp 1437-1443, issn 0029-5981Article

An efficient quadrilateral plane element with drilling degrees of freedom using orthogonal stress modesSZE, K. Y; CHEN WANJI; CHEUNG, Y. K et al.Computers & structures. 1992, Vol 42, Num 5, pp 695-705, issn 0045-7949Article

A quadrilateral hybrid stress element for mindlin plates based on incompatible displacementsDONG, Y.-F; TEIXEIRA DE FREITAS, J. A.International journal for numerical methods in engineering. 1994, Vol 37, Num 2, pp 279-296, issn 0029-5981Article

hp-Version adaptive analysis of nonlinear magnetic fields with quadrilateralsZHOU, J. M; SHAO, K. R; REN, Z et al.IEEE transactions on magnetics. 1995, Vol 31, Num 3, pp 1745-1748, issn 0018-9464, 1Conference Paper

A SIMPLE QUADRILATERAL SHELL ELEMENT.MACNEAL RH.1978; COMPUTERS AND STRUCT.; G.B.; DA. 1978; VOL. 8; NO 2; PP. 175-183; BIBL. 18 REF.Article

WARPED QUADRILATERAL STRAIN MEMBRANE ELEMENT. = UN ELEMENT DE MEMBRANE GAUCHE QUADRILATERAL DEFORMEROBINSON J.1976; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1976; VOL. 7; NO 3; PP. 359-367; BIBL. 7 REF.Article

Automatic generation of quadrilateral finite element meshesTSVELIKH, A; AXENENKO, O.Computational materials science. 1998, Vol 9, Num 3-4, pp 367-378, issn 0927-0256Article

A study of a four-node rectangular element based on a displacement field that statisfies the equations of equilibriumMANSOUR, A. M. A.Computers & structures. 1995, Vol 54, Num 1, pp 65-71, issn 0045-7949Article

Graded mesh generation and transformationXIE, G; RAMAEKERS, J. A. H.Finite elements in analysis and design. 1994, Vol 17, Num 1, pp 41-55, issn 0168-874XArticle

Generalized conforming quadrilateral membrane element with vertex rigid rotational freedomLONG YUQIU; XU YIN.Computers & structures. 1994, Vol 52, Num 4, pp 749-755, issn 0045-7949Article

Shell finite element formulated on shell middle surfaceLAY, K. S.Journal of engineering mechanics. 1993, Vol 119, Num 10, pp 1973-1992, issn 0733-9399Article

Membrane quadrilateral finite elements with rotational degrees of freedomIBRAHIMBEGOVIC, A; FREY, F.Engineering fracture mechanics. 1992, Vol 43, Num 1, pp 13-24, issn 0013-7944Article

Analysis of complicated plates by a nine-node plate elementLUAH, M. H; FAN, S. C.Computers & structures. 1992, Vol 45, Num 2, pp 243-252, issn 0045-7949Article

Efficient and accurate four-node quadrilateral C° plate bending element based on assumed strain fieldsGUANGYU SHI; VOYIADJIS, G. Z.International journal for numerical methods in engineering. 1991, Vol 32, Num 5, pp 1041-1055, issn 0029-5981Article

A new four-node quadrilatral plate bending elementROUFAEIL, O. L.Computers & structures. 1995, Vol 54, Num 5, pp 871-879, issn 0045-7949Article

A finite element formulation for finite strain elasto-plastic analysis based on mixed interpolation of tensorial componentsDVORKIN, E. N; PANTUSO, D; REPETTO, E. A et al.Computer methods in applied mechanics and engineering. 1994, Vol 114, Num 1-2, pp 35-54, issn 0045-7825Article

A stable bilinear element for the Reissner-Mindlin plate modelLYLY, M; STENBERG, R; VIHINEN, T et al.Computer methods in applied mechanics and engineering. 1993, Vol 110, Num 3-4, pp 343-357, issn 0045-7825Article

Plate quadrilateral finite element with incompatible modesIBRAHIMBEGOVIC, A.Communications in applied numerical methods. 1992, Vol 8, Num 8, pp 497-504, issn 0748-8025Article

On the limits of finite element perfectabilityMACNEAL, R. H.International journal for numerical methods in engineering. 1992, Vol 35, Num 8, pp 1589-1601, issn 0029-5981Article

On the convergence properties of the quadrilateral elements of Sander and BeckersZHONG-CI SHI.Mathematics of computation. 1984, Vol 42, Num 166, pp 493-504, issn 0025-5718Article

FOUR-NODE QUADRILATERAL STRESS MEMBRANE ELEMENT WITH ROTATIONAL STIFFNESSROBINSON J.1980; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1980; VOL. 15; NO 10; PP. 1567-1569; BIBL. 9 REF.Article

IMPROVED STRESS CALCULATIONS FOR SIMPLE QUADRILATERAL ELEMENTS. = CALCULS AMELIORES DE CONTRAINTE POUR DES ELEMENTS SIMPLES QUADRILATERAUXHERRMANN LR.1976; COMPUTERS AND STRUCT.; G.B.; DA. 1976; VOL. 6; NO 2; PP. 141-148; BIBL. 9 REF.Article

Physical stabilization of the 4-node shell element with one point quadratureBELYTSCHKO, T; LEVIATHAN, I.Computer methods in applied mechanics and engineering. 1994, Vol 113, Num 3-4, pp 321-350, issn 0045-7825Article

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