New triangular displacement-based element for the analysis of laminated composite plates and improvement stress solutions by a hybrid procedure

被引：0
|
作者：
Long, Zhi-Fei [1 ]
Yang, Yan-Yan [2 ]
Cen, Song [3 ]
机构：
[1] School of Mechanics and Architecture, China University of Mining and Technology, Beijing 100083, China
[2] China Academy of Building Research, Beijing 100013, China
[3] Department of Engineering Mechanics, Tsinghua University, Beijing 100084, China
来源：
Zhongguo Kuangye Daxue Xuebao/Journal of China University of Mining and Technology | 2006年 / 35卷 / 06期
关键词：
Finite element method - Numerical analysis - Shear deformation - Stresses;
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摘要：
Based on the first-order-shear deformation theory (FSDT), a new simple displacement-based, triangular bending element for the analysis of laminated composite plates, called CGCLLM-T9, was presented in this paper, without shear locking. With Hellinger-Reissner, a new simple hybrid procedure was proposed to improve the stress solutions of such displacement-based elements. The results show that both displacements in any condition and stresses in the thick plates, especially the transverse shear stresses, can be obtained. In the thin plates, except for the transverse shear stresses, the others can be obtained. This element is fit to solve the problem with complex borderline. Numerical examples show that the proposed element is of good performance for moderately thick and very thin composite plates.
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页码：792 / 798
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