预制承插式桥墩受力性能研究
作者:
作者单位:

(华设设计集团股份有限公司, 南京 江苏 210000)

作者简介:

傅晨曦(1986—), 男, 硕士, 高级工程师, 从事预制装配式桥梁和钢结构桥梁设计与研发工作。

通讯作者:

中图分类号:

U4165

基金项目:


Study on Mechanical Performance of Prefabricated Socket-type Pier
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    预制承插式桥墩具有施工便捷、容许误差大、节点可靠等优势,为推广该装配式桥墩在我国的工程应用,依托某高速改扩建项目,基于ABAQUS有限元计算平台,对工程中采用的承插式连接的预制装配式桥梁进行足尺实体建模。同时,建立相同尺寸的现浇式桥墩有限元模型,对二者进行单调位移加载。数值模拟结果表明,承插式连接与现浇连接受力性能基本相似,具有较好的受力性能,实际工程中可认为其等同现浇连接,具有较大的推广价值。

    Abstract:

    The prefabricated socket-type pier has the advantages of convenient construction, large allowable error and reliable node. In order to promote the engineering application of this prefabricated pier in China, relying on a expressway reconstruction and extension project and based on ABAQUS finite element calculation platform, the full-scale solid modeling of prefabricated bridge connected by socket and spigot joints in the project is carried out. At the same time, the finite element model of cast-in-place bridge pier with the same size is established. And the monotonic displacement loading is carried out on the both. The numerical simulation results show that the socket-type connection is basically similar to the cast-in-place connection, and has the good mechanical performance. It can be considered as equivalent to the cast-in-place connection in practical projects, and has the great promotion value.

    参考文献
    相似文献
    引证文献
引用本文

傅晨曦,苏强.预制承插式桥墩受力性能研究[J].城市道桥与防洪,2023,(8):270-274.

复制
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2022-10-10
  • 最后修改日期:2022-11-24
  • 录用日期:2022-11-29
  • 在线发布日期: 2023-08-09
  • 出版日期: 2023-08-15
关闭