Elasto-plastic constitutive models for stress-strain behaviour of sand
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概要
- 論文の詳細を見る
Three constitutive models were investigated based on the concept of a non-associated flow rule. The key concept is the assumption that sand can be regarded as an isotropic work hardening elasto-plastic material. It was proved that the proposed elasto-plastic models, especially Model I could effectively represent the yield and stress-deformation characteristics of sand.
- 山口大学の論文
著者
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Murata Hidekazu
Department Of Civil Engineering
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YASUFUKU Noriyuki
Department of Civil Engineering
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Yasufuku Noriyuki
Department Of Construction Engineering
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Yasufuku Noriyuki
Department Of Civil And Structural Engineering Graduate School Of Engineering Kyushu University
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OKAFUJI Hirokuni
Department of Construction Engineering
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Murata Hidekazu
Department Of Construction Engineering
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Murata H
Department Of Civil Engineering
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