書誌事項
- タイトル別名
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- Experimental study on impact resistant behavior of Rahmen-slab type RC structures and its numerical simulations
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In this paper, in order to establish performance-based impact resistant design procedure for rockfall protection galleries, falling-weight impact test of small size Rahmen-slab type RC structures is conducted and these impact resistant behaviors are investigated. Also, to establish the prediction method for accumulated damage and residual load-carrying capacity of the RC structures under consecutive impact loading, 3D FE analysis method is proposed and its applicability is discussed by comparing with the experimental results. From this study, following results are obtained: (1) the Rahmen-slab type RC structures reach the ultimate state in punching shear failure mode under impact loading; and (2) the accumulated damage of the structures can be rationally evaluated by using distributions of impact force, displacement crack patterns obtained from the numerical analysis with the proposed method.
収録刊行物
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- 構造工学論文集 A
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構造工学論文集 A 56A 1177-1188, 2010
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390282680260038656
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- NII論文ID
- 130005060336
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- NII書誌ID
- AA12210243
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- ISSN
- 1881820X
- 18816614
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- HANDLE
- 10258/876
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- データソース種別
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- JaLC
- IRDB
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可