首页|基于损伤因子的T形梁桥横向连接构件损伤识别

基于损伤因子的T形梁桥横向连接构件损伤识别

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近年来,装配式T形梁桥在我国广泛应用,对桥梁易损位置横向连接构件损伤识别成为关注的热点问题.将T形梁桥的横隔梁简化成等刚度桥面板,采用弹簧体系模拟横向连接构件的受力变形,考虑横向连接构件剪力、横向力和翼缘板变形的影响,提出装配式T形梁桥横向连接构件损伤因子的理论计算式.将MATLAB理论计算、ANSYS数值模拟和实验的结果进行对比,验证损伤因子的有效性,并通过7种模拟工况和3种实际工况的对比,发现荷载作用位置越接近损伤横向连接构件,损伤识别的精确度越高.
Damage identification of transverse connection members of T-beam bridges based on damage factors
In recent years,prefabricated T-girder Bridges have been widely used in China.Damage identi-fication of transverse connection members,which is the most vulnerable locations of Bridges,has become a hot issue.This study simplifies the transverse diaphragms of T-beam bridges into equally rigid bridge decks,employing a spring system to simulate the force and deformation of transverse connection compo-nents.The theoretical calculation of damage factors for transverse connection components in prefabricated T-beam bridges is proposed,considering the effects of shear force,lateral force,and flange deformation.The theoretical calculation results by MATLAB were compared with the numerical simulation results by ANSYS to verify the effectiveness of the damage factor.Furthermore,through the comparison between 7 simulated conditions and 3 actual conditions,it is found that the closer the load position is to the damaged transverse connection member,the higher the accuracy of damage identification.

prefabricated T-beam bridgetransverse connecting memberdamage identificationnumeri-cal analysis

王立宪、赵俊豪、狄生奎、项长生、党聪

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兰州理工大学土木工程学院,甘肃兰州 730050

浙江中南幕墙科技股份有限公司,浙江杭州 310051

装配式T形梁桥 横向连接构件 损伤识别 数值分析

国家自然科学基金国家自然科学基金

5186804551608245

2024

兰州理工大学学报
兰州理工大学

兰州理工大学学报

CSTPCD北大核心
影响因子:0.57
ISSN:1673-5196
年,卷(期):2024.50(1)
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