+高级检索 English
东深供水改造工程φ4.8米大型无粘结预应力涵管的有限元仿真分析
作者:
作者单位:

(广东省水利电力勘测设计研究院)

作者简介:

严振瑞

通讯作者:

中图分类号:

TU757

基金项目:


Dongshen Water Supply Renovation Project φ Finite Element Simulation Analysis of 4.8-meter Large Unbonded Prestressed Culvert Pipe
Author:
Affiliation:

(Guangdong Provincial Institute of Water Resources and Electric Power Survey, Design and Research)

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:

    本文结合东深供水改造工程中的大型无粘结预应力涵管的结构设计,针对两种预应力锚固方案:环锚和对锚,采用三维有限元技术对其进行了应力分析研究,主要分析两种方案下的预应力损失和预应力效果,并综合考虑施工等因素,确立合理的预应力锚固方案,为设计提供依据

    Abstract:

    This article combines the structural design of large unbonded prestressed culvert pipes in the Dongshen Water Supply Renovation Project, and conducts stress analysis and research on two types of prestressed anchoring schemes: ring anchor and counter anchor using three-dimensional finite element technology. The main analysis is to analyze the prestressed loss and prestressed effect under the two schemes, and comprehensively consider factors such as construction to establish a reasonable prestressed anchoring scheme, providing a basis for design

    参考文献
    相似文献
    引证文献
引用本文

Yan Zhenrui, Zhu Fangmin Dongshen Water Supply Renovation Project φ Finite Element Simulation Analysis of 4.8-meter Large Unbonded Prestressed Culvert Pipe. Prestress Technology 2008,12(02):3-5. 10.59238/j. pt.2008.02.001

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:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2023-08-10
  • 出版日期: