Exact post‐buckling stiffness calculation of box section struts
From MaRDI portal
Publication:4908067
DOI10.1108/02644400910985224zbMath1257.74057OpenAlexW2069787519MaRDI QIDQ4908067
S. A. M. GhannadPour, H. R. Ovesy
Publication date: 27 February 2013
Published in: Engineering Computations (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1108/02644400910985224
Cites Work
- Geometric nonlinear analysis of thin flat plates under end shortening, using different versions of the finite strip method
- Buckling and vibration of anisotropic or isotropic plate assemblies under combined loadings
- Finite strip post-local-buckling analysis of composite prismatic plate structures
- Recursive second order convergence method for natural frequencies and modes when using dynamic stiffness matrices
- A GENERAL ALGORITHM FOR COMPUTING NATURAL FREQUENCIES OF ELASTIC STRUCTURES
This page was built for publication: Exact post‐buckling stiffness calculation of box section struts