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Eléments finis polynomiaux composés de classe Cr = Polynomial composite finite elements of class CrSABLONNIERE, P; MOHAMMED LAGHCHIM-LAHLOU.Comptes rendus de l'Académie des sciences. Série 1, Mathématique. 1993, Vol 316, Num 5, pp 503-508, issn 0764-4442Article

An assumed stress hybrid curvilinear triangular finite element for plate bendingMORLEY, L. S. D.International journal for numerical methods in engineering. 1984, Vol 20, Num 3, pp 529-548, issn 0029-5981Article

The invertibility of the isoparametric mapping for pyramidal and prismatic finite elementsKNABNER, Peter; SUMM, Gerhard.Numerische Mathematik. 2001, Vol 88, Num 4, pp 661-681, issn 0029-599XArticle

A new hybrid stress element method for the analysis of elastoplastic solidsWAN-JI CHEN; PEI-RAN DING.Acta mechanica solida sinica. 1992, Vol 5, Num 2, pp 219-233, issn 0894-9166Article

HIGH ORDER RECTANGULAR SHALLOW SHELL FINITE ELEMENTYANG TY.1973; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 1; PP. 157-181; BIBL. 17 REF.Serial Issue

SHELL AND PLATE ANALYSIS BY FINITE ELEMENTSJONES RF JR.1973; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 5; PP. 889-902; BIBL. 14 REF.Serial Issue

THE ANALYSIS OF THIN SHELLS WITH A DOUBLY CURVED ARBITRARY QUADRILATERAL FINITE ELEMENTKEY SW.1972; COMPUTERS AND STRUCT.; G.B.; DA. 1972; VOL. 2; NO 4; PP. 637-673; BIBL. 2 P.Serial Issue

FINITE-ELEMENT ANALYSIS OF SHELLS OF REVOLUTION BY TWO DOUBLY CURVED QUADRILATERAL ELEMENTSSATYANADHAM ATLURI; PIAN THH.1972; J. STRUCT. MECH.; U.S.A.; DA. 1972; VOL. 1; NO 3; PP. 393-416; BIBL. 1 P.Serial Issue

MIXED ISOPARAMETRIC ELEMENTS FOR SAINT-VENANT TORSION. = ELEMENTS MIXTES ISOPARAMETRIQUES POUR LA TORSION DE SAINT-VENANTNOOR AK; ANDERSEN CM.1975; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1975; VOL. 6; NO 2; PP. 195-218; BIBL. 22 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

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

ON THE CONVERGENCE OF WILSON'S NON CONFORMING ELEMENT FOR SOLVING THE ELASTIC PROBLEMS. = CONVERGENCE DE L'ELEMENT NON CONFORME DE WILSON POUR LA RESOLUTION DES PROBLEMES ELASTIQUESLESAINT P.1976; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1976; VOL. 7; NO 1; PP. 1-16; BIBL. 16 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

Curved finite elements of class C1 : implementation and numerical experiments. I: Construction and numerical tests of the interpolation propertiesBERNADOU, M; BOISSERIE, J.-M.Computer methods in applied mechanics and engineering. 1993, Vol 106, Num 1-2, pp 229-269, issn 0045-7825Article

Development and testing of stable, invariant, isoparametric curvilinear 2- and 3-D hybrid-stress elementsPUNCH, E. F; ATLURI, S. N.Computer methods in applied mechanics and engineering. 1984, Vol 47, Num 3, pp 331-356, issn 0045-7825Article

Reappraisal of the quarter-point quadrilateral element in linear elastic fracture mechanicsBANKS-SILLS, L; BORTMAN, Y.International journal of fracture. 1984, Vol 25, Num 3, pp 169-180, issn 0376-9429Article

A program for the explicit integration of a 4-noded planar isoparametric hybrid stress elementLEDVINKA, M.Communications in applied numerical methods. 1988, Vol 4, Num 4, pp 573-576, issn 0748-8025Article

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

A discussion on «application of penalty functions to a curved isoparametric thick shell element» by G.A. MohrPRATHAP, G.Computers & structures. 1984, Vol 18, Num 4, pp 753-754, issn 0045-7949Article

On the suppression of zero energy deformation modesPIAN, T. H. H; DAPENG CHEN.International journal for numerical methods in engineering. 1983, Vol 19, Num 12, pp 1741-1752, issn 0029-5981Article

The linear isoparametric triangular element : theory and applicationTALASLIDIS, D; WEMPNER, G. A.Computer methods in applied mechanics and engineering. 1993, Vol 103, Num 3, pp 375-397, issn 0045-7825Article

Hybrid-stress reduced mindlin isoparametric elements for the analysis of thin platesSPILKER, R. L.Journal of structural mechanics. 1983, Vol 11, Num 1, pp 49-66, issn 0360-1218Article

Contribution à l'analyse des pièces fléchies en béton armé sous chargements monotone et cyclique: développement et validation de modèles élastoplastiques = Contribution to the analysis of reinforced concrete flexural elements submitted to monotonic and cyclic loading: construction and validation of elastoplastic modelsDjerroud, Mourad; Reynouard.1992, 254 p.Thesis

SYMMETRICAL BENDING OF CIRCULAR PLATES USING FINITE ELEMENTSPARDOEN GC; HAGEN RL.1972; COMPUTERS AND STRUCT.; G.B.; DA. 1972; VOL. 2; NO 4; PP. 547-553; BIBL. 7 REF.Serial Issue

THE FINITE ELEMENT METHOD IN DOMAINS WITH CURVED BOUNDARIESZLAMAL M.1973; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1973; VOL. 5; NO 3; PP. 367-373; BIBL. 10 REF.Serial Issue

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