Yield surface linearization in elastoplastic analysis

Author:

Wong M.B.,Loi F.Tin

Publisher

Elsevier BV

Subject

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

Reference15 articles.

1. Elasto-plastic solutions of engineering problems: ‘Initial stress’, finite element approach;Zienkiewicz;Int. J. numer. Meth. Engng,1969

2. Inelastic finite element analysis using Tresca yield condition;Anand,1977

3. A new theory on elastic-plastic analysis of framed structures;Ueda;Tech. Rep. Osaka Univ.,1969

4. Finite element analysis of two- and three-dimensional elasto-plastic frames—the natural approach;Argyris;Comput. Meth. appl. mech. Engng,1982

5. New efficient and accurate method of nonlinear analysis of offshore tubular frames (the idealized structural unit method);Ueda;Trans. ASME, J. Energy Res. Technol.,1985

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