Nonlinear Formulations of a Four-Node Quasi-Conforming Shell Element
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Ki-Du Kim | Eugenio Oñate | Gilson R. Lomboy | Songsak Suthasupradit | E. Oñate | Ki-Du Kim | G. Lomboy | Songsak Suthasupradit | Eugenio Oñate
[1] P. Perzyna,et al. Elasto‐plastic finite element analysis of shells with damage due to microvoids , 2006 .
[2] Ki-Du Kim,et al. A co-rotational quasi-conforming 4-node resultant shell element for large deformation elasto-plastic analysis , 2006 .
[3] G. Voyiadjis,et al. General non-linear finite element analysis of thick plates and shells , 2006 .
[4] L. Vu-Quoc,et al. Efficient and accurate multilayer solid‐shell element: non‐linear materials at finite strain , 2005 .
[5] Carlos A. Felippa,et al. A unified formulation of small-strain corotational finite elements: I. Theory , 2005 .
[6] Ki-Du Kim,et al. Linear static and dynamic analysis of laminated composite plates and shells using a 4-node quasi-conforming shell element , 2005 .
[7] X. G. Tan,et al. Optimal solid shells for non-linear analyses of multilayer composites. II. Dynamics , 2003 .
[8] K. Kim. A co-rotational 8-node assumed strain element for large displacement elasto-plastic analysis of plates and shells , 2003 .
[9] He Dong-sheng,et al. The displacement function of quasi-conforming element and its node error , 2002 .
[10] Anthony N. Palazotto,et al. Progressive failure analysis of a composite shell , 2001 .
[11] S. A. Meguid,et al. A new shell element accounting for through-thickness deformation , 2000 .
[12] Rakesh K. Kapania,et al. A survey of recent shell finite elements , 2000 .
[13] Don Kelly,et al. A study of fastener pull-through failure of composite laminates. Part 2: Failure prediction , 1999 .
[14] G.A.O. Davies,et al. Impact damage prediction and failure analysis of heavily loaded, blade-stiffened composite wing panels , 1999 .
[15] P. Geubelle,et al. Impact-induced delamination of composites: A 2D simulation , 1998 .
[16] R. A. Shenoi,et al. Progressive failure and ultimate collapse of laminated composite plates in bending , 1997 .
[17] Jacob Fish,et al. ON THE ASSUMED STRAIN FORMULATION WITH SELECTIVE POLYNOMIAL ORDER ENRICHMENT FOR P-VERSION SHELLS , 1997 .
[18] Yavuz Başar,et al. Shear deformation models for large-strain shell analysis , 1997 .
[19] Boštjan Brank,et al. On large deformations of thin elasto-plastic shells: Implementation of a finite rotation model for quadrilateral shell element , 1997 .
[20] Raimund Rolfes,et al. Improved transverse shear stresses in composite finite elements based on first order shear deformation theory , 1997 .
[21] M. Crisfield,et al. A FINITE ELEMENT FORMULATION FOR 3‐D CONTINUA USING THE CO‐ROTATIONAL TECHNIQUE , 1996 .
[22] J. Reddy. Mechanics of laminated composite plates and shells : theory and analysis , 1996 .
[23] E. Ramm,et al. Large elasto-plastic finite element analysis of solids and shells with the enhanced assumed strain concept , 1996 .
[24] Peter Wriggers,et al. A FORMULATION OF THE QS6 ELEMENT FOR LARGE ELASTIC DEFORMATIONS , 1996 .
[25] R. A. Shenoi,et al. STRENGTH AND STIFFNESS OF FIBRE-REINFORCED PLASTIC PLATES. , 1996 .
[26] E. Stein,et al. A 4-node finite shell element for the implementation of general hyperelastic 3D-elasticity at finite strains , 1996 .
[27] Ozden O. Ochoa,et al. Modeling progressive damage in composites: a shear deformable element for ABAQUS® , 1996 .
[28] Gordan Jelenić,et al. Enhanced lower-order element formulations for large strains , 1995 .
[29] Satya N. Atluri,et al. A simple method to follow post-buckling paths in finite element analysis , 1995 .
[30] Thomas J. R. Hughes,et al. Dynamic analysis and drilling degrees of freedom , 1995 .
[31] Eduardo N. Dvorkin,et al. A formulation of the MITC4 shell element for finite strain elasto-plastic analysis , 1995 .
[32] C. M. Dakshina Moorthy,et al. Non-linear progressive failure analysis of laminated composite plates , 1995 .
[33] Q. Qin. Geometrically nonlinear analysis of shells by the variational approach and an efficient finite element formulation , 1995 .
[34] Wanji Chen,et al. New finite element model for analysis of Kirchhoff plate , 1995 .
[35] Yupu Guan,et al. A geometrically non-linear quasi-conforming nine-node quadrilateral degenerated solid shell element , 1995 .
[36] A. Ibrahimbegovic. Stress resultant geometrically nonlinear shell theory with drilling rotations - Part I : A consistent formulation , 1994 .
[37] A. Ibrahimbegovic,et al. Stress resultant geometrically nonlinear shell theory with drilling rotations—Part II. Computational aspects , 1994 .
[38] P. Wriggers,et al. On the stabilization of the rectangular 4‐node quadrilateral element , 1994 .
[39] Satya N. Atluri,et al. A quasi-conforming triangular laminated composite shell element based on a refined first-order theory , 1994 .
[40] J. Reddy,et al. THEORIES AND COMPUTATIONAL MODELS FOR COMPOSITE LAMINATES , 1994 .
[41] F. Vecchio,et al. Reinforced Concrete Shell Elements Subjected to Bending and Membrane Loads , 1994 .
[42] T. Belytschko,et al. Projection schemes for one-point quadrature shell elements , 1994 .
[43] T. Belytschko,et al. Physical stabilization of the 4-node shell element with one point quadrature , 1994 .
[44] F. J. Vecchio,et al. Nonlinear Analysis of Reinforced-Concrete Shells , 1993 .
[45] J. C. Simo,et al. On a stress resultant geometrically exact shell model. Part VII: Shell intersections with -DOF finite element formulations , 1993 .
[46] Guan Yupu,et al. Nonlinear quasi-conforming finite element method , 1993 .
[47] Peter Wriggers,et al. Thin shells with finite rotations formulated in biot stresses : theory and finite element formulation , 1993 .
[48] T. Limin,et al. The upper bound on the collapse load of plate bending by using a quasi-conforming element and the Monte-Carlo method , 1993 .
[49] X. Peng,et al. A consistent co‐rotational formulation for shells using the constant stress/constant moment triangle , 1992 .
[50] J. N. Reddy,et al. Postbuckling response and failure prediction of graphite-epoxy plates loaded in compression , 1992 .
[51] H. Kebari,et al. A stabilized 9‐node non‐linear shell element , 1992 .
[52] Yupu Guan,et al. A quasi-conforming nine-node degenerated shell finite element , 1992 .
[53] J. C. Simo,et al. Geometrically non‐linear enhanced strain mixed methods and the method of incompatible modes , 1992 .
[54] Y. Başar,et al. Finite-rotation shell elements via mixed formulation , 1992 .
[55] J. C. Simo,et al. On a stress resultant geometrically exact shell model. Part V: Nonlinear plasticity: formulation and integration algorithms , 1992 .
[56] Ted Belytschko,et al. Advances in one-point quadrature shell elements , 1992 .
[57] George Z. Voyiadjis,et al. Nonlinear Postbuckling Analysis of Plates and Shells by Four-Noded Strain Element , 1992 .
[58] E. Ramm,et al. Shell theory versus degeneration—a comparison in large rotation finite element analysis , 1992 .
[59] J. C. Simo,et al. On a stress resultant geometrically exact shell model. Part VI: Conserving algorithms for non‐linear dynamics , 1992 .
[60] Thomas J. R. Hughes,et al. Formulations of finite elasticity with independent rotations , 1992 .
[61] G. Voyiadjis,et al. A simple non‐layered finite element for the elasto‐plastic analysis of shear flexible plates , 1992 .
[62] George Z. Voyiadjis,et al. EFFICIENT AND ACCURATE FOUR-NODE QUADRILATERAL Co PLATE BENDING ELEMENT BASED ON ASSUMED STRAIN FIELDS , 1991 .
[63] L. H. Lee,et al. Finite deformation formulation of a shell element for problems of sheet metal forming , 1991 .
[64] Ted Belytschko,et al. Assumed strain stabilization of the 4-node quadrilateral with 1-point quadrature for nonlinear problems , 1991 .
[65] J. C. Simo,et al. A CLASS OF MIXED ASSUMED STRAIN METHODS AND THE METHOD OF INCOMPATIBLE MODES , 1990 .
[66] J. C. Simo,et al. On a stress resultant geometrically exact shell model. Part III: computational aspects of the nonlinear theory , 1990 .
[67] William C. Schnobrich,et al. NONLINEAR ANALYSIS OF CRACKED REINFORCED CONCRETE , 1990 .
[68] Liu Yingxi,et al. A triangular quasi-conforming finite element for transient dynamic analysis , 1990 .
[69] Robert E. Rowlands,et al. A simple orthotropic elasticity-based constitutive model for reinforced concrete , 1989 .
[70] Jacques Periaux,et al. Proceedings of the Fifth International Symposium on Numerical Methods in Engineering , 1989 .
[71] Rakesh K. Kapania,et al. Recent advances in analysis of laminated beams and plates. Part I - Sheareffects and buckling. , 1989 .
[72] J. C. Simo,et al. On a stress resultant geometrically exact shell model. Part II: the linear theory; computational aspects , 1989 .
[73] J. C. Simo,et al. On stress resultant geometrically exact shell model. Part I: formulation and optimal parametrization , 1989 .
[74] Ted Belytschko,et al. Assumed strain stabilization procedure for the 9-node Lagrange shell element , 1989 .
[75] T. Y. Yang,et al. Free and Forced Nonlinear Dynamics of Composite Shell Structures , 1987 .
[76] M. Di Sciuva,et al. An Improved Shear-Deformation Theory for Moderately Thick Multilayered Anisotropic Shells and Plates , 1987 .
[77] J. N. Reddy,et al. A generalization of two-dimensional theories of laminated composite plates† , 1987 .
[78] Robert L. Spilker,et al. Hybrid-stress isoparametric elements for moderately thick and thin multilayer plates , 1986 .
[79] Ted Belytschko,et al. Resultant-stress degenerated-shell element , 1986 .
[80] Rakesh K. Kapania,et al. Geometrically Nonlinear Finite Element Analysis of Imperfect Laminated Shells , 1986 .
[81] F. Vecchio,et al. THE MODIFIED COMPRESSION FIELD THEORY FOR REINFORCED CONCRETE ELEMENTS SUBJECTED TO SHEAR , 1986 .
[82] Steven C. Chapra,et al. Numerical Methods for Engineers , 1986 .
[83] P. J. Dowling,et al. Large deflection elastoplastic analysis of thin shells , 1985 .
[84] R. L. Harder,et al. A proposed standard set of problems to test finite element accuracy , 1985 .
[85] L. Tang,et al. Quasi-conforming element techniques for penalty finite element methods , 1985 .
[86] Zhang Hong-qing,et al. Finite element approximations with multiple sets of functions and quasi-conforming elements for plate bending problems , 1985 .
[87] J. N. Reddy,et al. A mixed shear flexible finite element for the analysis of laminated plates , 1984 .
[88] J. N. Reddy,et al. Geometrically nonlinear transient analysis of laminated composite plates , 1983 .
[89] T. Belytschko,et al. A stabilization procedure for the quadrilateral plate element with one-point quadrature , 1983 .
[90] H. D. Hibbitt,et al. ABAQUS-EPGEN: a general-purpose finite element code. Volume 3. Example problems manual , 1983 .
[91] Herbert A. Mang,et al. On tension stiffening in cracked reinforced concrete slabs and shells considering geometric and physical nonlinearity , 1981, Ingenieur-Archiv.
[92] W. F. Chen,et al. Nonlinear analysis of concrete cylinder structures under hydrostatic loading , 1980 .
[93] S E Webb,et al. LARGE-DEFLEXION ELASTO-PLASTIC BEHAVIOUR OF DISCRETELY STIFFENED PLATES , 1980 .
[94] P. G. Bergan,et al. Nonlinear analysis of free-form shells by flat finite elements , 1978 .
[95] David Darwin,et al. Nonlinear Biaxial Stress-Strain Law for Concrete , 1977 .
[96] W. F. Chen,et al. Extended NONSAP program for OTEC structural systems , 1976 .
[97] Ahmed K. Noor,et al. Shear-Flexible Finite-Element Models of Laminated Composite Plates and Shells. , 1975 .
[98] Wai-Fah Chen,et al. CONSTITUTIVE RELATIONS FOR CONCRETE , 1975 .
[99] J. Kennedy,et al. Nonlinear Analysis of Unsymmetrically Laminated Plates , 1975 .
[100] D. Pecknold,et al. INELASTIC MODEL FOR CYCLIC BIAXIAL LOADING OF REINFORCED CONCRETE , 1974 .
[101] J. Whitney,et al. Shear Correction Factors for Orthotropic Laminates Under Static Load , 1973 .
[102] Stanley B. Dong,et al. On a Laminated Orthotropic Shell Theory Including Transverse Shear Deformation , 1972 .
[103] Ray W. Clough,et al. Improved numerical integration of thick shell finite elements , 1971 .
[104] David G. Elms,et al. Partially Cracked Finite Elements , 1971 .
[105] O. C. Zienkiewicz,et al. Reduced integration technique in general analysis of plates and shells , 1971 .
[106] Jan C. Jofriet,et al. Finite Element Analysis of Reinforced Concrete Slabs , 1971 .
[107] J. Whitney,et al. Shear Deformation in Heterogeneous Anisotropic Plates , 1970 .
[108] G. Dhatt,et al. An efficient triangular shell element , 1970 .
[109] O. C. Zienkiewicz,et al. Analysis of thick and thin shell structures by curved finite elements , 1970 .
[110] A. W. Leissa,et al. Closure to ``Discussions of `Analysis of Heterogeneous Anisotropic Plates''' (1970, ASME J. Appl. Mech., 37, pp. 237-238) , 1970 .
[111] J. Whitney,et al. The Effect of Boundary Conditions on the Response of Laminated Composites , 1970 .
[112] Kurt H. Gerstle,et al. Behavior of Concrete Under Biaxial Stresses , 1969 .
[113] J. H. Argyris,et al. A Sequel to Technical Note 15: The SHEBA Family of Shell Elements for the Matrix Displacement Method , 1969, The Aeronautical Journal (1968).
[114] J. Whitney,et al. Bending-Extensional Coupling in Laminated Plates Under Transverse Loading , 1969 .
[115] T. R. Tauchert. Thermal Stress Concentrations in the Vicinity of Cylindrical Inclusions , 1969 .
[116] R. Leicester. Finite Deformations of Shallow Shells , 1968 .
[117] D. W. Scharpf,et al. The SHEBA Family of Shell Elements for the Matrix Displacement Method , 1968, The Aeronautical Journal (1968).
[118] G. F. Newell,et al. The variational method in engineering , 1968 .
[119] D. Ngo,et al. Finite Element Analysis of Reinforced Concrete Beams , 1967 .
[120] D. Billington,et al. Mortar Model Test on a CylindricalShell of Varying Curvature and Thickness , 1967 .
[121] T. Pian. Derivation of element stiffness matrices by assumed stress distributions , 1964 .
[122] S. BRODETSKY,et al. Theory of Plates and Shells , 1941, Nature.
[123] Justín Murín,et al. On Drilling Degrees of Freedom , 2011 .
[124] Osvaldo L. Manzoli,et al. Two-dimensional modeling of material failure in reinforced concrete by means of a continuum strong discontinuity approach , 2008 .
[125] Elisa D. Sotelino,et al. Three-dimensional finite element modeling of composite girder bridges , 2006 .
[126] Z. Bažant. Energetic Scaling of Compression Fracture and Further Applications to Concrete, Rock and Composites , 2005 .
[127] K. Maekawa,et al. Nonlinear mechanics of reinforced concrete , 2003 .
[128] Boštjan Brank,et al. Nonlinear shell problem formulation accounting for through-the-thickness stretching and its finite element implementation , 2002 .
[129] S.,et al. FINITE ELEMENT ANALYSIS OF PROGRESSIVE FAILURE IN LAMINATED COMPOSITE PLATES , 2002 .
[130] Eugenio Oñate Ibáñez de Navarra,et al. Lectures on nonlinear finite element analysis of concrete shells , 1994 .
[131] 关玉璞,et al. NONLINEAR QUASI-CONFORMING FINITE ELEMENT METHOD , 1993 .
[132] George Z. Voyiadjis,et al. A Simple C0 quadrilateral thick/thin shell element based on the refined shell theory and the assumed strain fields , 1991 .
[133] George Z. Voyiadjis,et al. Geometrically nonlinear analysis of plates by assumed strain element with explicit tangent stiffness matrix , 1991 .
[134] Tarun Kant,et al. Non-linear dynamics of laminated plates with a higher-order theory and C0 finite elements , 1991 .
[135] Nicholas Zabaras,et al. Finite element analysis of progressive failure in laminated composite plates , 1991 .
[136] E. Oñate,et al. Finite element nonlinear analysis of concrete structures using a “plastic-damage model” , 1990 .
[137] Sunil Saigal,et al. Advances of thin shell finite elements and some applications—version I , 1990 .
[138] J. N. Reddy,et al. A GENERAL NON-LINEAR THIRD-ORDER THEORY OF PLATES WITH MODERATE THICKNESS , 1990 .
[139] Peter Wriggers,et al. Theory and numerics of thin elastic shells with finite rotations , 1989 .
[140] Ozden O. Ochoa,et al. Analysis of progressive failure in composites , 1987 .
[141] David Nicholas Bates,et al. The mechanics of thin walled structures, with special reference to finite rotations , 1987 .
[142] A. H. Marchertas,et al. Concrete model with normality and sequential identification , 1987 .
[143] C. Meyer,et al. Finite Element Analysis of Reinforced Concrete Structures , 1986 .
[144] J. N. Reddy,et al. A higher-order shear deformation theory of laminated elastic shells , 1985 .
[145] K. Chandrashekhara,et al. Geometrically non-linear transient analysis of laminated, doubly curved shells , 1985 .
[146] K. Bathe,et al. A continuum mechanics based four‐node shell element for general non‐linear analysis , 1984 .
[147] D. Allman. A compatible triangular element including vertex rotations for plane elasticity analysis , 1984 .
[148] Chen Wanji,et al. Formulation of Quasi-Conforming element and Hu-Washizu principle , 1984 .
[149] D. Owen,et al. Finite element software for plates and shells , 1984 .
[150] Yao Zhang. Buckling and postbuckling behaviour of generally layered composite panels , 1982 .
[151] R. L. Gallo,et al. Initiation and Accumulation of Damage in Composite Laminates , 1982 .
[152] D. Owen,et al. Recent advances in non-linear computational mechanics , 1982 .
[153] J. H. Starnes,et al. Postbuckling and failure characteristics of selected flat rectangular graphite-epoxy plates loaded in compression , 1981 .
[154] Worsak Kanok-Nukulchai,et al. A simple and efficient finite element for general shell analysis , 1979 .
[155] Thomas J. R. Hughes,et al. A simple and efficient finite element for plate bending , 1977 .
[156] Parviz Djahani. Large-deflection elasto-plastic analysis of discretely stiffened plates , 1977 .
[157] E. Wilson,et al. A non-conforming element for stress analysis , 1976 .
[158] Edward L. Wilson,et al. Incompatible Displacement Models , 1973 .
[159] B. J. Hsieh,et al. Non-Linear Transient Finite Element Analysis with Convected Co--ordinates , 1973 .
[160] A. B. Sabir,et al. The applications of finite elements to large deflection geometrically nonlinear behaviour of cylindrical shells , 1972 .
[161] H. S. Schwartz,et al. Fundamental Aspects of Fiber Reinforced Plastic Composites. , 1968 .
[162] R. Hill. The mathematical theory of plasticity , 1950 .
[163] Zden Ek,et al. Concrete Fracture Models: Testing and Practice , 2022 .