MULTI-DIRECTIONAL FIXED CRACK APPROACH FOR HIGHLY ANISOTROPIC SHEAR BEHAVIOR IN PRECRACKED RC MEMBERS
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- PIMANMAS Amorn
- JSCE Dept. of Civil Eng., The University of Tokyo
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- MAEKAWA Koichi
- JSCE Dept. of Civil Eng., The University of Tokyo
Bibliographic Information
- Other Title
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- 先行ひび割れを有するRC部材のせん断挙動に対する多方向固定ひび割れモデルの適用
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Abstract
Recent experiments on pre-cracked beam conducted by the authors pose challenge to the numerical analysis in the field of reinforced concrete mechanics. The numerical requirements of pre-cracked beam problem are identified as (1) multi-step loading paths and path-dependency transfer, (2) multidirectional cracks with crack interaction and (3) highly anisotropic shear along pre-crack plane. Four-way fixed crack approach is judged to fulfil the above numerical requirements. The finite element analysis of pre-cracked beam is conducted. It is verified that the four-way fixed crack approach can reliably reproduce the experimental results of pre-cracked beam
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 2001 (669), 293-307, 2001-02-20
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390282680286180608
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- NII Article ID
- 130003801752
- 10006537971
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 5704999
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed