Post-buckling of uniform cantilever columns—Galerkin finite element solution-Reference-Cited by-同舟云学术

Post-buckling of uniform cantilever columns—Galerkin finite element solution

Published:1977-01 Issue:1 Volume:9 Page:1-4
ISSN:0013-7944
Container-title:Engineering Fracture Mechanics
language:en
Short-container-title:Engineering Fracture Mechanics

Author:

Rao G.Venkateswara,Raju P.C.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference7 articles.

1. Theory of Elastic Stability;Timoshenko,1961

2. On the finite deflection of thin beams;Holden;Int. J. Solids Struct.,1972

3. Galerkin finite element method for vibration problem;Prasad;AIAA J.,1973

4. G. Venkateswara Rao and R. V. Narasimha Rao, Galerkin finite element solution for the stability of cantilever columns subjected to tangential loads. AIAA J. to be published.

5. A Galerkin finite element analysis of uniform beam carrying a concentrated mass and rotary inertia with a spring hinge;Venkateswara;J. Sound Vibration,1974

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