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有限要素法による平面弾塑性応力解析の精度向上に関する研究
栖原 二郎修行 稔
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p. 97-105

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In two-dimensional elasto-plastic analysis by a finite element method, using a constant strain triangle, the obtained elastic-plastic boundary is affected remarkably by sizes and arrangement of elements and sometimes the elements with combining plastic and elastic elements appear intricately, the accuracy of the elastic-plastic boundary and the distribution of stresses of the part are aggravated. So, authors propose to determine a fair elastic-plastic boundary by using stresses at nodes, which are calculated from nodal-displacements and stiffness matrices of the related elements. It is shown an example of perforated strips under pure tension.
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© 1972 公益社団法人日本船舶海洋工学会
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