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Optimum design of cantilever columns in the post buckling region with constraint on axial load—An optimality criterion approach

  • Published:1980-12 Issue:6 Volume:12 Page:843-848
  • ISSN:0045-7949
  • Container-title:Computers & Structures
  • language:en
  • Short-container-title:Computers & Structures

Author:

Rao G.Venkateswara,Narayanaswami R.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference9 articles.

1. Application of optimality criteria approaches to automated design of large practical structures;Venkayya;AGARD-CP-123, 3-1-3-19,1973

2. Use of optimalily criteria methods for large scale systems;Berke;AGARD-LS-70, 1-1-1-29,1974

3. Optimum design of composite structures with stress and displacement constraint;Khot;AIAA J.,1976

4. Optimum structural design with stability constraints;Khot;Int. J. Num. Met. Engng,1976

5. DESAP2—a structural design program with stress and buckling constraints;Kiusalaas;Theoretical and User's Manual NASA CR-2797,1977

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1. Large Deflections of Buckled Compound Cantilever Columns Under Linearly Varying Load by Using Galerkin Finite Element Formulation;Journal of Aerospace Sciences and Technologies;2023-08-02

2. Multi-objective optimal design of stiffened laminated composite cylindrical shell with piezoelectric actuators;International Journal on Interactive Design and Manufacturing (IJIDeM);2020-01-22

3. Frame-type load bearing system for long-span cantilevers;The Structural Design of Tall and Special Buildings;2018-02-13

4. Post-buckling of compound cantilever Elastica based on Galerkin finite element formulation;The IES Journal Part A: Civil & Structural Engineering;2015-08-24

5. Nonlinear eigenvalue problems of the elastica;Mechanical Systems and Signal Processing;2014-04
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