Author:
Barros H.F.,Marques C.M.S.,Martins R.A.F.
Subject
Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering
Reference3 articles.
1. Symmetric tangential stiffness formulation for non-associated plasticity;Pande,1982
2. Elastoplastic behaviour of soils—analysis of a non associated model;Martins;Geotecnia,1987
3. A Symmetric formulation in non-associated viscoplasticity;Barros;Engng Comput.,1987
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