In this paper, geometrically exact fully intrinsic equations and variational asymptotic beam sections are used to study the buckling and postbuckling of a column under self-weight. Initial curvature effects both generalized one-dimensional beam equations and the cross-sectional stiffness properties. The effects of initial curvature have been studied on buckling and postbuckling in this paper. This problem is a valuable test case for the utility of the fully intrinsic equations and variational asymptotic beam sections.
Stability Analysis of Columns with Imperfection
2017
Aufsatz (Zeitschrift)
Englisch
Stability Analysis of Columns with Imperfection
Online Contents | 2017
|Stability Analysis of Columns with Imperfection
AIAA | 2017
|Stability Analysis of Columns with Imperfection
Online Contents | 2017
|Stability Analysis of Columns with Imperfection
AIAA | 2012
|Stability Analysis of Columns with Imperfection
British Library Conference Proceedings | 2012
|