Pages that link to "Item:Q363425"
From MaRDI portal
The following pages link to Geometrical nonlinear analysis of thin-walled composite beams using finite element method based on first-order shear deformation theory (Q363425):
Displaying 8 items.
- Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation (Q620259) (← links)
- Nonlinear shell-type to beam-type fea simplifications for composite FRP poles (Q1044311) (← links)
- Non-linear oscillations of a thin-walled composite beam with shear deformation (Q1994467) (← links)
- A robust unsupervised neural network framework for geometrically nonlinear analysis of inelastic truss structures (Q2109538) (← links)
- Buckling, post-buckling and geometrically nonlinear analysis of thin-walled beams using a hypothetical layered composite cross-sectional model (Q2234563) (← links)
- Optimum design of nonlinear structures via deep neural network-based parameterization framework (Q2691035) (← links)
- A <i>p</i>‐version, first order shear deformation, finite element for geometrically non‐linear vibration of curved beams (Q5711773) (← links)
- A geometrically nonlinear analysis through hierarchical one-dimensional modelling of sandwich beam structures (Q6157704) (← links)
