Finite element failure analysis of schifflerized angles

Author:

Adluri S.M.R.,Madugula M.K.S.,Monforton G.R.

Publisher

Elsevier BV

Subject

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

Reference10 articles.

1. Theory of Elastic Stability;Timoshenko,1961

2. Eccentric load test of angle column simulated with MSC/NASTRAN finite element program;Haaijer,1981

3. Elastoplastic buckling of single angle columns;Chuenmei;J. Struct. Engng ASCE,1984

4. ABAQUS Version 4.8,1989

5. Solution techniques for non-linear finite element problems;Bergan;Int. J. Numer. Meth. Engng,1978

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1. Buckling Behavior of Schifflerized Angle Sections;Journal of The Institution of Engineers (India): Series A;2020-03-03

2. Experimental Study of Eccentrically Loaded Single Angle Compression Member;Journal of The Institution of Engineers (India): Series A;2018-02-09

3. Study of Equal Angle Subjected to Compression for Bolted end Connection;Journal of The Institution of Engineers (India): Series A;2017-11-15

4. Experimental study of steel single unequal-leg angles under eccentric compression;Journal of Constructional Steel Research;2011-06

5. Finite element study of steel single angle beam–columns;Engineering Structures;2010-08

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