Pages that link to "Item:Q5949105"
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The following pages link to Co-rotational formulation for geometric nonlinear analysis of doubly symmetric thin-walled beams (Q5949105):
Displaying 10 items.
- Analysis of linearly elastic inextensible frames undergoing large displacement and rotation (Q410462) (← links)
- A co-rotational formulation for 3D beam element using vectorial rotational variables (Q1015546) (← links)
- A co-rotational finite element formulation for buckling and postbuckling analyses of spatial beams (Q1579621) (← links)
- A corotational formulation for thin-walled beams with monosymmetric open section (Q1595388) (← links)
- A corotational formulation based on Hamilton's principle for geometrically nonlinear thin and thick planar beams and frames (Q1720624) (← links)
- Three-dimensional beam element for pre- and post-buckling analysis of thin-walled beams in multibody systems (Q2034121) (← links)
- Co-rotational finite element formulation for thin-walled beams with generic open section (Q2384195) (← links)
- A mixed co-rotational formulation of 2D beam element using vectorial rotational variables (Q3418143) (← links)
- Finite element linear and nonlinear, static and dynamic analysis of structural elements, an addendum (Q4797023) (← links)
- Geometric nonlinear analysis of angle section elements based on updated Lagrangian formulation and rigid body rule (Q6639983) (← links)
