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王达,杨琴,刘扬.大跨度悬索桥索股抗弯刚度对锚跨张力测试精度的影响研究[J].计算力学学报,2015,32(2):174~179
大跨度悬索桥索股抗弯刚度对锚跨张力测试精度的影响研究
Analysis of cable bending stiffness effect on test accuracy of anchor span tension for long-span suspension bridge
投稿时间:2014-01-19  修订日期:2014-05-19
DOI:10.7511/jslx201502006
中文关键词:  桥梁工程  能量法  自振频率  抗弯刚度  索股张力  最小二乘法
英文关键词:bridge engineering  energy method  natural frequency  bending stiffness  cable tension  least square method
基金项目:国家重点基础研究发展计划(973)(2015CB057701);国家自然科学基金(51308071,51378081);湖南省自然科学基金(13JJ4057);湖南省高校创新平台开放基金(12KB76);长沙理工大学桥梁工程安全控制省部共建教育部重点实验室开放基金资助项目.
作者单位E-mail
王达 长沙理工大学 土木与建筑学院, 长沙 410114
桥梁工程安全控制省部共建教育部重点实验室, 长沙 410114 
yxwang2006@yeah.net 
杨琴 长沙理工大学 土木与建筑学院, 长沙 410114
桥梁工程安全控制省部共建教育部重点实验室, 长沙 410114 
 
刘扬 长沙理工大学 土木与建筑学院, 长沙 410114
桥梁工程安全控制省部共建教育部重点实验室, 长沙 410114 
 
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中文摘要:
      为研究索股抗弯刚度对张力测试精度的影响,基于能量法推导了计入索股抗弯刚度和忽略索股抗弯刚度影响的悬索桥锚跨索股在两端铰接时索股张力和自振频率的关系,考虑到悬索桥索股边界条件的复杂性,结合动平衡法得出了索股在一端铰接一端弹性支承时索股张力与自振频率之间的相关表达式。通过算例,对所得表达式的精度及有效性进行了验证,结果发现索股的抗弯刚度对索股张力控制精度的影响较大。工程应用研究则表明,索股抗弯刚度对测试精度的影响,主要由索股张力产生的应力刚度与索股抗弯刚度之间的比值决定;锚跨索股边界条件的不确定性,对控制精度也产生较大影响,施工锚跨张力控制过程中,结合提出的最小二乘法,能有效地解决该问题,并能大幅提高索股张力控制精度。
英文摘要:
      In order to study the strands of main cables bending stiffness effect on the test accuracy of anchor span tension for long-span suspension bridge, relative expression between the natural frequency and the anchor span tension of the anchor span tension with considering the bending stiffness or not were deduced based on the energy method when the two ends are hinged, considering the boundary conditions of the anchor span tension is complex, the expression was also deduced based on the dynamic balance method when one end of the anchor span tension is hinged, another is elastic support.The accuracy and effectiveness had been verified with some classic examples, the conclusions indicate that the strands of main cables bending stiffness have a great effect on the test accuracy of anchor span tension.The study of the application of engineering shows that the strands of main cables bending stiffness influence on the test precision is mainly decided by the ratio of stress stiffness produced by tension to bending stiffness.The uncertainty of the anchor span boundary conditions also has considerable impacts on the precision of control, during the process of construction tension control.It can effectively solve the problem and can greatly improve the anchor span tension control precision with the proposed least square method.
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