書誌事項
- タイトル別名
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- A CRACK PROPAGATION INDEX FOR REINFORCED CONCRETE SHEAR WALLS BASED ON NONLINEAR FINITE ELEMENT ANALYSIS
抄録
<p>The maximum crack width is frequently used as a damage indicator for reinforced concrete (RC) structures. However, predicting crack width and crack spacing through conventional nonlinear finite element (FE) analysis with the smeared crack concept is difficult. Accordingly, a crack propagation index based on FE analysis is proposed. The maximum crack width observed from past experiments on RC shear walls and the increment of element volume in the FE analysis were associated to derive the method for calculating the index. The index simulated the increasing trend of maximum crack width observed in the past experiments.</p>
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 87 (793), 307-315, 2022-03-01
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390010292508508544
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- NII論文ID
- 130008165295
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- ISSN
- 18818153
- 13404202
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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