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Abstract

To obtain a better method for simulating prestressed reinforcement in the segment model analysis of the anchorage zone of towers on a cable-stayed bridge, this paper adopted Ansys to conduct segment model analysis on the anchorage zone of towers on a highway-railway cable-stayed bridge. In the model building, the entity segmentation method and constraint equation method were employed to simulate prestressed reinforcement. By comparing the stress differences in key parts of the tower body using two different methods, the reasons and patterns behind the differences were analyzed.

Publication Date

8-18-2022

DOI

10.14048/j.issn.1671-2579.2022.04.018

First Page

101

Last Page

106

Submission Date

May 2025

Reference

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