黑龙江交通科技2024,Vol.47Issue(10) :58-62.

合龙温度对变截面连续刚构桥梁结构性能的影响分析

Analysis of Closure Temperature on Structural Performance of Continuous Rigid Frame Bridge with Variable Section

史剑飞 谢晖 曾雪阳 刘成章
黑龙江交通科技2024,Vol.47Issue(10) :58-62.

合龙温度对变截面连续刚构桥梁结构性能的影响分析

Analysis of Closure Temperature on Structural Performance of Continuous Rigid Frame Bridge with Variable Section

史剑飞 1谢晖 1曾雪阳 1刘成章1
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作者信息

  • 1. 中机中联工程有限公司,重庆 400041
  • 折叠

摘要

为研究不同合龙温度对桥梁结构的变形和受力影响,以芦沟河特大桥为工程背景,采用三维有限元分析软件建立桥梁的数值模型,结合施工阶段的影响,对桥梁合龙段施工时温度对结构性能的影响进行分析.结果表明:合龙温度对主梁的应力和位移变形影响较为显著.随着合龙温度从5℃提高至15℃时,温度对桥梁结构的位移变形影响也增大了 2 倍;合龙温度梯度变化5℃时,主梁截面下缘的应力变化幅度大于上缘的应力变化幅度,最大差值可达32.5%.

Abstract

In order to study the deformation and stress effects of different closure temperatures on bridge structures,taking the Lugou River Extra Large Bridge as the engineering background,a three-dimensional finite element analysis software was used to establish a numerical model of the bridge.Combined with the influence of the construction stage,the influence of temperature on the structural per-formance during the closure section construction of the bridge was analyzed.The results show that the effect of closure temperature on the stress and displacement deformation of the main beam is significant.As the temperature of the bridge increases from 5℃ to 15℃,the impact of temperature on the displacement and deformation of the bridge structure also doubles;When closure temperature changes by 5℃,the stress change amplitude at the lower edge of the main beam section is greater than that at the upper edge,and the maxi-mum difference can reach 32.5%.

关键词

连续刚构桥/合龙温度/主梁应力/结构变形

Key words

continuous rigid frame bridge/closure temperature/main beam stress/structural deformation

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出版年

2024
黑龙江交通科技
黑龙江省交通科学研究所,黑龙江省交通科技情报总站

黑龙江交通科技

影响因子:0.977
ISSN:1008-3383
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