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复合材料大变形任意加筋壳单元
引用本文:章向明, 王安稳, 梅炎祥. 复合材料大变形任意加筋壳单元[J]. 工程力学, 2003, 20(5): 134-138.
作者姓名:章向明  王安稳  梅炎祥
作者单位:海军工程大学基础部,武汉,430033;湖北省地质实验研究所,武汉,430022
摘    要:构造了用于复合材料偏心加筋壳形结构大变形分析的任意加筋壳单元。在此模型中,肋骨连同壳的整体被视为一个单元偏心加筋壳单元。肋骨可放在壳单元内的任意位置和任意方向。所构造单元的特点是在网格划分时,可不必考虑肋骨的位置,这就给网格划分带来了很大的灵活性。在壳和肋骨的方程中,引用Von-Karman大变形理论计及几何非线性的影响,按照Mindlin-Reissner一阶剪切变形理论考虑横向剪切变形。

关 键 词:固体力学  加筋壳  有限元  复合材料  非线性
文章编号:1000-4750(2003)05-0134-05
收稿时间:2001-03-14
修稿时间:2001-06-17

A LARGE DEFORMATION SHELL ELEMENT FOR ECCENTRICALLY ARBITRARY STIFFENED COMPOSITE SHELLS
ZHANG Xiang-ming, WANG An-wen, MEI Yan-xiang. A LARGE DEFORMATION SHELL ELEMENT FOR ECCENTRICALLY ARBITRARY STIFFENED COMPOSITE SHELLS[J]. Engineering Mechanics, 2003, 20(5): 134-138.
Authors:ZHANG Xiang-ming  WANG An-wen  MEI Yan-xiang
Affiliation:1.Naval University of Engineering, Wuhan 430033, China;2. Geological Experiment institute of Hubei province, Wuhan 430022, China
Abstract:A new arbitrary stiffened shell element is devised to investigate the geometrically nonlinear behavior of eccentrically stiffened laminated composite shell-like structures. In this model, the shell together with stiffeners is considered as a unit element—eccentrically stiffened shell element. The stiffener can be placed anywhere within the plate element and oriented at any direction. The main feature of this model lies in that the mesh divisions can be made irrelevant to the stiffener locations, which introduces considerable flexibility for mesh division. For large deformation, the Von-Karman kinematic relations of the shell and stiffener are considered. The transverse shear deformation effect is included by use of the Mindlin-Reissner first-order shear deformation theory.
Keywords:solid mechanics  stiffened shell  finite element  composite  nonlinearity
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