Abstract
The boundary integral equations for elasto-plastic problems of shallow shells are established by using the fundamental solutions of shallow shells derived previously. The strains and stress-resultants in the plastic region are used as unknown variables. The simultaneous nonlinear equations of these variables and unknown boundary values are established and solved by direct iteration method.
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Xiaolin, P. Solution of elastic-plastic shallow shell problems by the boundary element method. Acta Mech Sinica 3, 52–61 (1987). https://doi.org/10.1007/BF02486783
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DOI: https://doi.org/10.1007/BF02486783