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A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements - MaRDI portal

A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements (Q2639700)

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A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements
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    A consistent co-rotational formulation for nonlinear, three-dimensional, beam-elements (English)
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    1990
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    convergence rate
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    Newton-Raphson method
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    symmetry
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    tangent stiffness matrix
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