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裂缝对钢筋混凝土桥面板的抗冲击性能影响研究

骆文茹 陶俊林

结构工程师2023,Vol.39Issue(6):35-43,9.
结构工程师2023,Vol.39Issue(6):35-43,9.

裂缝对钢筋混凝土桥面板的抗冲击性能影响研究

Study on Influence of Cracks on Impact Resistance of Reinforced Concrete Bridge Deck

骆文茹 1陶俊林1

作者信息

  • 1. 西南科技大学土木工程与建筑学院,绵阳 621010
  • 折叠

摘要

Abstract

During the service of reinforced concrete bridge deck,due to external loads such as vehicles,the surface of the concrete structure will produce cracks.In order to study the influence of cracks(length,width,depth)on the impact resistance of reinforced concrete bridge deck,this paper uses numerical simulation method to analyze the influence of these parameters on the impact resistance of reinforced concrete bridge deck with mid-span cracks.The impact resistance in this paper is mainly characterized by impact force and mid-span displacement.The results show that under the same other conditions,the impact force of the reinforced concrete bridge deck with mid-span cracks decreases with the increase of the length,width and depth of the cracks,which is negatively correlated,while the mid-span displacement is opposite and positively correlated with it.The influence of the change of crack size on the impact force of the plate is greater than that on the mid-span displacement of the plate,and the impact force is the most sensitive to the crack depth.After the impact,oblique'cross'cracks appear at the bottom of the plate without cracks,while positive'cross'cracks appear at the bottom of the plate with cracks.

关键词

钢筋混凝土桥面板/冲击荷载/裂缝/抗冲击性能/数值模拟

Key words

reinforced concrete bridge deck/impact load/cracks/impact resistance/numerical simulation

引用本文复制引用

骆文茹,陶俊林..裂缝对钢筋混凝土桥面板的抗冲击性能影响研究[J].结构工程师,2023,39(6):35-43,9.

结构工程师

OACSTPCD

1005-0159

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