Large strain analysis of beams and arches undergoing large rotations

被引:18
作者
Gummadi, LNB [1 ]
Palazotto, AN [1 ]
机构
[1] USAF, Inst Technol, Dept Aeronaut & Astronaut, Wright Patterson AFB, OH 45433 USA
关键词
2nd Piola-Kirchhoff stress; Green strain finite element; beams; arches; curvilinear coordinates;
D O I
10.1016/S0020-7462(97)00033-4
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A geometrically non-linear finite element formulation based on the total Lagrangian approach is developed for laminated composite beams and arches considering large strain effects. Explicit expressions for the changes in the constitutive equations relating the Green strain to the 2nd Piola-Kirchhoff stress due to large strains are presented in curvilinear coordinates. Relationships between the Euler stress-Almansi strain measures and 2nd Piola-Kirchhoff stress-Green strain measures are used to determine the new constitutive relations. Large strain effects on load displacement characteristics are studied for both isotropic and laminated structures when they are undergoing large displacements and rotations. Published by Elsevier Science Ltd.
引用
收藏
页码:615 / 645
页数:31
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