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Modelling of Damage Mechanism in Shear Band under Triaxial Compression and it's Verifications
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- Murakami Masahide
- 近畿大学 理工学部 建築学科
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- Ohtani Yasuhiro
- 神戸大学 工学部 建設学科
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- Nishino Kazuya
- (株) 松村組
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- Kubota Toshiyuki
- 近畿大学 理工学部 建築学科
Bibliographic Information
- Other Title
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- 圧縮軟化域におけるせん断帯の損傷機構モデルとその検証
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Description
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.
Journal
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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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Keywords
Details 詳細情報について
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- CRID
- 1390282680431147904
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- NII Article ID
- 130004698038
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- COI
- 1:CAS:528:DyaK2sXmt1Krsbc%3D
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- ISSN
- 13404733
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed