Defect-free 4-node flat shell element: NMS-4F element

Keywords

Shell (structure), Finite element method, Displacement (psychology), Node (physics), Structural engineering

References

• On the Allman triangle and a related quadrilateral elementRobert D. Cook — 1986
• Stress resultant geometrically non‐linear shell theory with drilling rotations. Part III: Linearized kinematicsAdnan Ibrahimbegović, François Frey — 1994
• Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric ElementThomas J.R. Hughes, Tayfun E. Tezduyar — 1981
• A critical survey of the 9-node degenerated shell element with special emphasis on thin shell application and reduced integrationHorst Parisch — 1979
• Finite element analysis of smooth, folded and multi-shell structuresJacek Chróścielewski, Jerzy Makowski, H. Stumpf — 1997
• A triangular membrane element with rotational degrees of freedomPál G. Bergan, Carlos A. Felippa — 1985
• Reduced and selective integration techniques in the finite element analysis of platesThomas J.R. Hughes, M. F. Cohen, Medhat Haroun — 1978
• A proposed standard set of problems to test finite element accuracyRichard H. MacNeal, R. L. Harder — 1985
• A modified representation of transverse shear in C 0 quadrilateral plate elementsJ. Donéa, L. Lamain — 1987
• Nonlinear thin shell finite element with six degrees of freedom per nodeSaïd Jaamei, François Frey, Philippe Jetteur — 1989
• A compatible triangular element including vertex rotations for plane elasticity analysisDan Allman — 1984
• A robust quadrilateral membrane finite element with drilling degrees of freedomAdnan Ibrahimbegović, Robert L. Taylor, Edward L. Wilson — 1990
• Formulation of a membrane finite element with drilling degrees of freedomM. Iura, Satya N. Atluri — 1992
• Non-conforming modes stabilization of a nine-node stress-resultant degenerated shell element with drilling freedomH. Kebari, A. C. Cassell — 1991
• A four node Marguerre element for non‐linear shell analysisPhilippe Jetteur, François Frey — 1986
• COMBINED USE OF MULTIPLE IMPROVEMENT TECHNIQUES IN DEGENERATED SHELL ELEMENTChang‐Koon Choi, Seung-Woon Yoo — 1991
• Four-node ‘flat’ shell element: Drilling degrees of freedom, membrane-bending coupling, warped geometry, and behaviorR.D. Cook — 1994
• On a stress resultant geometrically exact shell model. Part II: the linear theory; computational aspectsJ.C. Simo, David Fox, M. S. Rifai — 1989
• Two-dimensional nonconforming finite elements: A state-of-the-artChang‐Koon Choi, Sun-Hoon Kim, Young-Myung Park — 1998
• A conoidal shell analysis by modified isoparametric elementChang‐Koon Choi — 1984

Cited by

• Finite- and boundary-element linear and nonlinear analyses of shells and shell-like structures A bibliography (1999-2001)Jaroslav Mackerle — 2002
• An Improved Quadrilateral Flat Element with Drilling Degrees of Freedom for Shell Structural AnalysisHieu Nguyen‐Van, N. Mai‐Duy, T. Tran‐Cong — 2009
• Numerical model of three‐dimensional coupled wall structuresCz. Miedziałowski, T. Chyży, J. Krętowska — 2007
• Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendumJaroslav Mackerle — 2002
• The inter-element coupling effect of triangular flat shellsShi Zhang, Yun Zhang, Zhigao Huang — 2015
• A Study on Edge Reinforcement Effect of Cylindrical Shells with Composite LaminateByung-Jik Son, Hyo-Seon Ji, Suk-Yoon Chang — 2012
• Non-conforming modes for improvement of finite element performanceChang‐Koon Choi, Tae-Yeol Lee — 2002
• Analysis of shear wall with openings using super elementsH.-S. Kim, D.-G. Lee — 2003
• A New, Efficient 8-Node Serendipity Element with Explicit and Assumed Strains FormulationsKyoung-Sik Chun, Samuel Kinde Kassegne — 2005
• Analysis of 3D wall building structures dynamic responseT. Chyży, J. Krętowska, Cz. Miedziałowski — 2006
• Efficient three-dimensional seismic analysis of a high-rise building structure with shear wallsHyun‐Su Kim, Dong‐Guen Lee, Chee Kyeong Kim — 2005
• Efficient remedy for membrane locking of 4-node flat shell elements by non-conforming modesChang‐Koon Choi, Tae-Yeol Lee — 2003
• Static assessment of quadratic hybrid plane stress element using non-conforming displacement modes and modified shape functionsKyoung-Sik Chun, Samuel Kinde Kassegne, Won‐Tae Park — 2008
• Finite element linear and nonlinear, static and dynamic analysis of structural elements – an addendum – A bibliography (1996‐1999)Jaroslav Mackerle — 2000
• A refined finite element for first-order plate and shell analysisSung-Cheon Han, Worsak Kanok‐Nukulchai, Won-Hong Lee — 2011
• A 4‐node assumed strain quasi‐conforming shell element with 6 degrees of freedomK. D. Kim, Gilson R. Lomboy, George Z. Voyiadjis — 2003
• Geometry-dependent MITC method for a 2-node iso-beam elementPhill‐Seung Lee, Hyuk-Chun Noh, Chang‐Koon Choi — 2008
• An 8-Node Shell Element for Nonlinear Analysis of Shells Using the Refined Combination of Membrane and Shear Interpolation FunctionsWoo-Young Jung, Sung-Cheon Han — 2013
• Hybrid/mixed assumed stress element for anisotropic laminated elliptical and parabolic shellsKyoung-Sik Chun, Samuel Kinde Kassegne, Berhanu Wondimu — 2009
• THE FINITE ELEMENT OF SPATIAL JOINT IN WALL BUILDING STRUCTURES ANALYSISCz. Miedziałowski, T. Chyży, J. Krętowska — 2005

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