Analytical solution for buckling of asymmetrically delaminated Reissner's elastic columns including transverse shear
From MaRDI portal
Publication:833982
DOI10.1016/j.ijsolstr.2007.09.027zbMath1167.74420OpenAlexW2161710258MaRDI QIDQ833982
A. Kryžanowski, I. Planinc, Dejan Zupan, Miran Saje
Publication date: 14 August 2009
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://repozitorij.uni-lj.si/Dokument.php?id=85654&dn=
Related Items (1)
Cites Work
- Unnamed Item
- Post-buckling analysis of composite delaminated beams
- One dimensional modelling of failure in laminated plates by delamination buckling
- The linearized buckling analysis of a composite beam with multiple delaminations
- A quadratically convergent algorithm for the computation of stability points: the application of the determinant of the tangent stiffness matrix.
- The linearized three-dimensional beam theory of naturally curved and twisted beams: The strain vector formulation
- Nonlinear bifurcation
- On one-dimensional finite-strain beam theory: the plane problem
- Buckling and postbuckling of delaminated composites under compressive loads including transverse shear effects
- Transverse shear effects on buckling and postbuckling of laminated and delaminated plates
- Methodus inveniendi lineas curvas maximi minimive proprietate gaudentes, sive solutio problematis isoperimetrici lattissimo sensu accepti
- On the Existence and Uniqueness of the Generalized Solution of Reissner’s Elastica
- Application of differential quadrature method to the delamination buckling of composite plates
- The Shear Coefficient in Timoshenko’s Beam Theory
This page was built for publication: Analytical solution for buckling of asymmetrically delaminated Reissner's elastic columns including transverse shear
