摘要
This paper presents a condensed method for linear complementary equations of elasto-plastic problems derived from the variational inequations.The present methodcuts down computing time enormously and greatly, promotes the efficiency of the elasto-plastic andlysis for large scale structures.
This paper presents a condensed method for linear complementary equations of elasto-plastic problems derived from the variational inequations.The present methodcuts down computing time enormously and greatly, promotes the efficiency of the elasto-plastic andlysis for large scale structures.
