書誌事項
- タイトル別名
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- Modelling of Damage Mechanism in Shear Band under Triaxial Compression and it's Verifications
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説明
In this model, the residual strength criteria is introduced, and the Mohr-Coulomb's failure criterion is expansively appllied to the modelling of the strain softening under compression. The cohesion and the friction coefficient are assumed as functions of tangential component of sliding displacement in the shear band. The strain softening response is described in connection with the sliding mechanism. The functions of the cohesion and the friction coefficient are evaluated based on the stress-strain relationships obtained from experimental data which are carried by authors.
収録刊行物
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- Concrete Research and Technology
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Concrete Research and Technology 6 (1), 43-53, 1995
Japan Concrete Institute
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詳細情報 詳細情報について
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- CRID
- 1390282680431147904
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- NII論文ID
- 130004698038
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- COI
- 1:CAS:528:DyaK2sXmt1Krsbc%3D
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- ISSN
- 13404733
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可