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Assessment of solutions from the consistently linearized eigenproblem by means of finite difference approximations

X Jia1, H A Mang2

  • 1Institute for Mechanics of Materials and Structures, Vienna University of Technology, Karlsplatz 13/202, 1040 Vienna, Austria.

Computers & Structures
|April 21, 2015
PubMed

Keywords:
BucklingCo-rotational beam elementConsistently linearized eigenproblemDerivatives of the tangent stiffness matrixLoad-based and displacement-based finite difference approximations

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