Elastic stability and buckling loads of three dimensional nonuniform framed systems by finite element method using spatial line elements
- 31 October 1979
- journal article
- Published by Elsevier in Computers & Structures
- Vol. 10 (5) , 731-743
- https://doi.org/10.1016/0045-7949(79)90037-3
Abstract
No abstract availableKeywords
This publication has 5 references indexed in Scilit:
- Matrix-Displacement–Direct-Element Method for Force and Torque Analysis of Determinate and Indeterminate Space Mechanisms With Arbitrary Skew AnglesJournal of Engineering for Industry, 1975
- Force and torque analysis of constrained space mechanisms and plane mechanisms with offset links by matrix displacement-direct element methodMechanism and Machine Theory, 1974
- Finite element analysis of torsional and torsional–flexural stability problemsInternational Journal for Numerical Methods in Engineering, 1970
- Matrix dynamic and instability analysis with non‐uniform elementsInternational Journal for Numerical Methods in Engineering, 1970
- DISCRETE ELEMENT APPROACH TO STRUCTURAL INSTABILITY ANALYSISAIAA Journal, 1963