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�������պ����ѧѧ�� 2007, Vol. 33 Issue (01) :50-54    DOI:
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ʯ�컪, �����*
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Geometry nonlinear analysis of composite thin walled beams
Shi Qinghua, Xiang Jinwu*
School of Aeronautic Science and Engineering, Beijing Universi ty of Aeronautics and Astronautics, Beijing 100083, China

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Abstract�� A new geometry nonlinear finite element model for composite thin walle d beams has been developed based on the complex deformation characteristic of th e composite thin walled beams. Supposed the strain quadratic varies along the th in-walled, introducing the complex cross-section of beam was simulated by 9-node pla ne element and the out-of-plane warping displacement was simulated by 27-node so lid element. Based on the Hamilton principle, nonlinear finite element theory an d the Total Lagrange formulation, the geometry stiffness matrix was formed. The analytical model is proved correct through several examples. The model can be used in analysis of thin-walled composite beams, the warping d e formation has evidently affected on composite thin walled beams, compared with r elated literatures numerical results, the advantage of this model has been showe d.
Keywords�� composite materials   thin-walled beam   geometry nonlinear analysis   warping   fi nite element     
Received 2006-01-09;
Fund:

������Ȼ��ѧ����������Ŀ(10272012);�������������˲� �ƻ�������Ŀ(NCET-04-0169)

About author: ʯ�컪(1974-),��,���հ�����,��ʿ��,jxaabb@etang.com.
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ʯ�컪, �����.���ϲ��ϱ��������η����Է���[J]  �������պ����ѧѧ��, 2007,V33(01): 50-54
Shi Qinghua, Xiang Jinwu.Geometry nonlinear analysis of composite thin walled beams[J]  JOURNAL OF BEIJING UNIVERSITY OF AERONAUTICS AND A, 2007,V33(01): 50-54
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