SM1S_10270:Tue:1430:144
XXI International Congress of Theoretical and Applied Mechanics
Warsaw, Poland, August 15-21, 2004

Elastic - Plastic Large Deformation Analysis of 2D Frame Structure

Chung - Yue Wang (1), Ren - Zuo Wang (1), Long - Chyuan Kang (2), Edward C. Ting (1)
1. Department of Civil Engineering, National Central University, Chungli, Taiwan
2. Institute of Nuclear Energy Research, Lung-tan, Taiwan


This paper presents a numerical simulation method, so called vector form intrinsic finite element (VFIFE) method that can conduct the analysis of 2D frame structure under elastic-plastic large deformation. This new method can simultaneously calculate large rigid body motions and large geometrical changes of a structural system consisting of multiple continuous bodies. The essence of the method includes a set of equations of motion for the modeling nodes of the system, an explicit time integration scheme, the use of a deformation coordinate system to dissect rigid body and deformation displacements, and the use of a convected material reference frame to handle the deformation. Numerical examples of frame structure having large elastic-plastic deformation states under static and dynamic excitations are demonstrated to verify the accuracy and effectiveness of this newly proposed method.



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