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大韓建築學會論文集. Journal of the architectural institute of korea. 構造系, v.33 no.1 = no.339, 2017년, pp.19 - 26
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In this paper, the extended finite element method (XFEM) is used to simulate a crack initiation and propagation and to predict post-failure behavior of reinforced concrete flexural members. The reinforced concrete beams modeled by 2-dimension plane element and 3-dimension solid element are compared ...
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