1981
DOI: 10.1016/0045-7949(81)90141-3
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Large deformation analysis of laminated shells by ftnife element method

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Cited by 79 publications
(18 citation statements)
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“…The general shell element, known as rhe degenerate shell element, was originally introduced by Ahmad, Irons and Z i e n k i e w i c~~~ for the linear analysis of moderately thick and thin shells and has been applied to the non-linear analysis of plates and shells by Ramm,45 K r a k e l a x~d ,~~ Chang and Sawamiphakdi, 16 Bathe and Bol~urichi,~' Chao and Reddy" and Liao and Reddy,". *' among others.…”
Section: Continuum-based Shell Modelmentioning
confidence: 99%
“…The general shell element, known as rhe degenerate shell element, was originally introduced by Ahmad, Irons and Z i e n k i e w i c~~~ for the linear analysis of moderately thick and thin shells and has been applied to the non-linear analysis of plates and shells by Ramm,45 K r a k e l a x~d ,~~ Chang and Sawamiphakdi, 16 Bathe and Bol~urichi,~' Chao and Reddy" and Liao and Reddy,". *' among others.…”
Section: Continuum-based Shell Modelmentioning
confidence: 99%
“…(2) and (3) respectively. The theory used in the present work refers to the previous studies [8,10]. However, the fundamental concept is here again illustrated for understanding the present research.…”
Section: Merits Of a J-shaped Steel Hysteresis Dampermentioning
confidence: 92%
“…In the conventional degenerated shell element formulations of nonlinear analysis for laminated structures (Chang and Swawamiphakdi, 1981), the linear and nonlinear strain incremental stiffness matrices and the vector of nodal point forces equivalent to the element stresses are given by…”
Section: Explicit Through-thickness Integration Schemementioning
confidence: 99%
“…The degenerated shell element for laminated composite structures was developed by Panda and Natarajan (1981) and Chang and Swawamiphakdi (1981) for linear and nonlinear problems, respectively. In the conventional degenerated shell element formulations of nonlinear analysis for laminated structures (Chang and Swawamiphakdi, 1981), the linear and nonlinear strain incremental stiffness matrices and the vector of nodal point forces equivalent to the element stresses are given by…”
Section: Explicit Through-thickness Integration Schemementioning
confidence: 99%