玻璃钢/复合材料 ›› 2018, Vol. 0 ›› Issue (7): 82-88.

• 应用研究 • 上一篇    下一篇

多排玻璃钢夹砂管涵洞力学性能研究

王清洲, 汪洋*, 魏连雨, 梁筱   

  1. 河北工业大学土木与交通学院,天津 300401
  • 收稿日期:2018-04-08 出版日期:2018-07-25 发布日期:2018-07-20
  • 通讯作者: 汪洋(1991-),女,硕士研究生,主要从事道路工程与材料方面的研究,2368936159@qq.com。
  • 作者简介:王清洲(1979-),男,博士生,副教授,硕士生导师,主要从事道路与桥梁工程方面的研究。
  • 基金资助:
    河北省交通运输厅科技计划项目(ZD2014099)

STUDY ON MECHANICAL PROPERTY OF MULTIPLE FRPM PIPES CULVERT

WANG Qing-zhou, WANG Yang*, WEI Lian-yu, LIANG Xiao   

  1. School of Civil Engineering and Transportation, Hebei University of Technology, Tianjin 300401, China
  • Received:2018-04-08 Online:2018-07-25 Published:2018-07-20

摘要: 以双排管涵洞室内足尺试验与有限元理论为基础,建立三排管涵洞模型进行数值模拟。通过对不同工况下的多排管涵洞进行分析,探究多排管的受力状态与变形特征,同时探讨管涵间距对邻管变形产生的影响。由此得知多排管涵洞在加载条件下的最不利管涵及其最不利管涵的最不利部位,土体压实度与管涵间距会对多排管涵洞变形产生积极影响。为实际公路工程中选用多排玻璃钢夹砂管涵洞提供了设计依据与应用价值。

关键词: 玻璃钢夹砂管, 有限元, 受力状态, 变形特征, 管涵间距

Abstract: Based on the full-scale indoor test about double FRPM pipes culvert and finite element theory, the finite element numerical model of three FRPM pipes culvert is established for numerical simulation. Through the analysis of multiple pipes culvert under different working conditions, the stress state and deformation characteristics of multiple pipes are explored, and the influence of the pipe spacing on the deformation of adjacent pipe is also discussed. Therefore, the most unfavorable pipe and its most unfavorable part about multiple pipes culvert under loading conditions is known. The soil compactness and the pipe spacing have a positive impact on the deformation of multiple pipes culvert, which provide the design basis and practical value for the selection about multiple pipes culvert in practical highway projects.

Key words: FRPM pipe, finite element, stress state, deformation characteristics, pipe spacing

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