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図書 |
図書
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常田賢一[ほか]著
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論文 |
論文
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Yatomi, Chikayoshi ; Yashima, Atsushi ; Iizuka, Atsushi ; Sano, Ikuo ; 矢富, 盟祥 ; 八嶋, 厚 ; 飯塚, 敦 ; 佐野, 郁雄
概要:
金沢大学理工研究域環境デザイン学系<br />In order to simulate the formation of localized shear bands, which is commonly observed during la
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rge deformation of soils, we first present a systematic extension of the well known Cam-clay model developed for small strains to the model for finite strains/deformations and then incorporates a non-coaxial term in the model. Finally, confining the deformation to undrained plane strain conditions, we examine the effects of the non-coaxial term on the shear bands formation.
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論文 |
論文
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Yatomi, Chikayoshi ; Yashima, Atsushi ; Iizuka, Atsushi ; Sano, Ikuo ; 矢富, 盟祥 ; 八嶋, 厚 ; 飯塚, 敦 ; 佐野, 郁雄
概要:
金沢大学理工研究域環境デザイン学系<br />This paper is concerned with the formation of the shear bands by employing the finite element met
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hod with a non-coaxial Cam-clay model developed in our last paper (Yatomi et al., 1989). This finite element method for finite strains is formulated as a soil/water coupling form based on the updated Lagrangean scheme. A demonstration of shear bands formation is given in a classical rigid punch problem without introducing any initial imperfections into the material elements.
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その他 |
その他
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矢富, 盟祥 ; 八嶋, 厚 ; 飯塚, 敦 ; 佐野, 郁雄 ; Yatomi, Chikayoshi
概要:
金沢大学理工研究域環境デザイン学系
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その他 |
その他
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矢富, 盟祥 ; 八嶋, 厚 ; 飯塚, 敦 ; 佐野, 郁雄 ; Yatomi, Chikayoshi
概要:
金沢大学理工研究域環境デザイン学系
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