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Large deflection of a cantilever
Sat, 2013-12-28 08:40 -mjalilych1
Hi
I am working on large deflection analysis of a cantilever by finite element total lagrangian approach. the results for six element are reasonable but when I increase elemenets to nine solution is diverged. i.e. tangent stiffness matrix becomes singular. can anaone help me on this problem.
thanks in advance.
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Large deflection beam
thank you