コンクリート工学年次大会2024(松山)

講演情報

第46回コンクリート工学講演会

B. 構造・設計 » せん断・ねじり

せん断・ねじり

2024年6月27日(木) 13:15 〜 15:00 第7会場 (大展示場C)

座長:中村光(土木),杉本訓祥(建築)

[2135] RC橋床版の疲労寿命予測のためのMCFTベースのせん断設計式の適用

Kongwang Nuttapong1, 佐藤靖彦1 (1.Waseda university)

キーワード:MCFT-based shear design equation、RC bridge deck slabs、fatigue life prediction

This study aims to assess the suitability of the MCFT-based shear design equation for predicting fatigue life of RC bridge deck slabs. Utilizing Takeda's previously established equations, which originated from an extensive experimental dataset of RC slabs subjected to moving wheel-type loading, this research adapts the MCFT-based shear design equation for fatigue life prediction. The results suggest that with modification to accommodate moisture and support conditions during fatigue loading, the MCFT-based shear design equation proves effective in predicting the fatigue life of RC bridge deck slabs.