Evaluation of fatigue durability of RC slabs impact of vibration load for difference in level of expansion joint
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- Abe Tadashi
- 日本大学 生産工学部土木工学科
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- Kiuchi Akitaka
- 日本大学大学院 生産工学研究科土木工学専攻
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- Kawai Yutaka
- 日本大学 生産工学部
Bibliographic Information
- Other Title
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- 伸縮継手の段差により発生する振動荷重が及ぼすRC床版の耐疲労性の評価
- シンシュク ツギテ ノ ダンサ ニ ヨリ ハッセイ スル シンドウ カジュウ ガ オヨボス RC ショウバン ノ タイヒロウセイ ノ ヒョウカ
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Abstract
<p>Deterioration of RC highway deck slabs due to repeated wheel running loads may be accelerated by superposing vibration load caused by bumps of expansion joints of bridges. This study was evaluated fatigue durability of wheel running fatigue test on running vibration load using RC slab specimens. The experiment were carried out fatigue experiment by a constant load. And conducted an experiment on running vibration loads with load amplitude of ± 20% and ± 30%. As result, the equivalent number of cycle of load applied load amplitude ± 20% and ± 30% of specimen is decreased 30% and 11% of the specimen with a constant load. Therefore fatigue life drastically decreases by running vibration. Based on the present test results, the S-N curves of RC slabs were proposed to evaluate the life estimation when vibration load is superposed.</p>
Journal
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- Journal of Structural Engineering, A
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Journal of Structural Engineering, A 64A (0), 530-540, 2018
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390564238105000960
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- NII Article ID
- 130007675730
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- NII Book ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL BIB ID
- 029058013
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- CiNii Articles
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- Abstract License Flag
- Disallowed