首页|自锚式悬索桥荷载试验分析

自锚式悬索桥荷载试验分析

扫码查看
[目的]为了准确掌握某自锚式悬索桥结构的运行状况,对该桥进行荷载试验.[方法]通过有限元模拟分析和荷载试验检测相结合的方法,基于静力荷载工况下的应变数据、挠度数据和缆索数据,再结合动载试验下的基频与模态参数,将实测值与理论值进行分析比较.[结果]荷载试验测试结果表明:主桥相对残余应变<20%,挠度校验系数介于0.83~0.99之间,吊索索力和主缆变形校验系数为0.76~0.91,主桥实测前三阶自振频率均大于理论前三阶.[结论]该桥承载能力与刚度满足要求,吊索和主缆变形满足设计要求,总体满足行车要求.
Load Test Analysis of Self-Anchored Suspension Bridge
[Purposes]To accurately grasp the operating status of a self-anchored suspension bridge,dy-namic and static load tests are carried out on the bridge.[Methods]Based on the strain data,deflection data,and cable data under static load,combined with the fundamental frequency and modal parameters under dynamic load test,the measured values are compared with the theoretical values by the finite ele-ment simulation and load test method.[Findings]The load test results show that the relative residual strain of the main bridge is less than 20%,the deflection calibration coefficient is between 0.83 and 0.99,the cable force and the leading cable deformation calibration coefficient are between 0.76 and 0.91,and the measured first three natural vibration frequencies of the main bridge are more significant than the theoretical first three natural vibration frequencies.[Conclusions]The bearing capacity and stiffness of the bridge can meet the requirements,and the deformation of the sling and main cable can meet the de-sign requirements.In general,the driving requirements are met.

bridgedetectionloadtestself-anchored suspension bridgedeflectionstrain

刘阳、李凡、张焱

展开 >

珠海交通工程技术有限公司,广东 珠海 519090

桥梁检测 荷载试验 自锚式悬索桥 挠度 应变

2024

河南科技
河南省科学技术信息研究院

河南科技

影响因子:0.615
ISSN:1003-5168
年,卷(期):2024.51(8)