Experimental Study on Precast Corrugated UHPC Arch Bridge under Asymmetric Static Loading
编号:108 访问权限:仅限参会人 更新:2025-08-07 20:53:06 浏览:202次 口头报告

报告开始:2025年08月15日 20:10(Asia/Shanghai)

报告时间:10min

所在会场:[S1] 8月15日晚上 研究生分会 [S1-5] 研究生分会场五

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摘要
To address the need for sustainable, simple and elegant bridges that harmonize seamlessly with the natural environment in ecologically sensitive wildlife protection zones, a novel precast Corrugated Ultra-High-Performance Concrete (CUC) arch bridge was proposed in the current study. It combines the benefits of corrugated sections and UHPC material to achieve robust crossing capabilities, adaptable foundations, high corrosion resistance, low maintenance requirements, and minimal ecological disturbance. An innovative mold was developed to streamline the construction of CUC arches. A CUC arch was fabricated using this mold and subjected to a quarter-span concentrated load test to evaluate its structural performance and compare it with that of a conventional reinforced concrete (CRC) arch of identical dimensions. Key performance metrics, including failure modes, load-carrying capacity, and mechanical properties, were evaluated. The results demonstrated that the CUC arch exhibited a ductile four-hinge failure mode under asymmetric loading, significantly enhanced load-bearing capacity and stiffness, and reduced material usage compared to the CRC arch. This study provides valuable insights for optimizing CUC arch designs and promoting their widespread adoption in engineering practice.
 
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报告人
杨晨越
研究生 长安大学

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重要日期
  • 会议日期

    08月15日

    2025

    08月17日

    2025

  • 08月08日 2025

    初稿截稿日期

  • 08月16日 2025

    报告提交截止日期

  • 08月17日 2025

    注册截止日期

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兰州交通大学
同济大学
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兰州交通大学土木工程学院
中国建筑第六工程局有限公司
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