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Abstract

In response to the crack disease of the web plate and bottom plate of a fish-belly box girder bridge, numerical analysis and on-site investigation were adopted to study the crack shape, distribution law, and generation mechanism of the box girder, with a scheme for external prestress reinforcement proposed. Meanwhile, this paper introduced the overall layout of external prestress in the reinforcement design of the bridge, as well as the methods for setting anchoring blocks, turning blocks, and shock-reducing devices. The finite element calculation results and static load test results before and after reinforcement show that after the reinforcement, the structural strength, stiffness, and crack-resistance performance are all improved, confirming that the expected effect can be achieved by adopting external prestress active reinforcement. Relevant theoretical and experimental research can provide references for similar bridge reinforcement projects.

Publication Date

8-18-2022

DOI

10.14048/j.issn.1671-2579.2022.04.020

First Page

113

Last Page

117

Submission Date

May 2025

Reference

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