THE BEHAVIOUR OF RC BEAMS DAMAGED BY CORROSION OF REINFORCEMENT
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- TACHIBANA Yoshihiro
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
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- KAJIKAWA Yasuo
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
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- KAWAMURA Mitsunori
- THE JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- 鉄筋腐食によって損傷を受けたRCばりの挙動に関する考察
- テッキン フショク ニ ヨッテ ソンショウ オ ウケタ RCバ リ ノ キョド
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Abstract
The mechanical behaviour of RC beams damaged by corrosion of reinforcement is not only experimentally but also theoretically studied using an elasto-plastic finite element method. In the experiments, loading and bond tests are conducted for RC specimens damaged with an accelerated galvanostatic corrosion method. It is found that the reduction in stiffness and load carrying capacity occured in the damaged beams. Theoretical studies are made to investigate the cause of the action of these damaged beams. From those experimental and theoretical considerations, it could be indicated that the mechanical behaviour of damaged beams is affected by inadequate transmission of stresses between reinforcement and concrete, which results from internal stresses and growth of cracks due to the formation of corrosion products.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 1989 (402), 105-114, 1989-02-20
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390282680577796480
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- NII Article ID
- 130003980895
- 10003878498
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 3217423
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- Data Source
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- JaLC
- IRDB
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed