| 基于静载试验和裂缝检测的某桥梁性能评估 |
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| 引用本文： | 杨晋,刘芳,张杨,李大明. 基于静载试验和裂缝检测的某桥梁性能评估[J]. 交通标准化, 2010, 0(19): 52-56. DOI: 10.3869/j.issn.1002-4786.2010.10.054 |
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| 作者姓名： | 杨晋 刘芳 张杨 李大明 |
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| 作者单位： | [1]连云港市公路管理处,江苏连云港222006 [2]南京航空航天大学土木工程系．江苏南京210016,江苏连云港222006 |
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| 基金项目： | 江苏省交通科学研究计划项目 |
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| 摘 要： | 通过对某简支空心板桥进行静载试验和外观检测,测得控制截面在各种荷载工况作用下的挠度和应变,将其与理论计算值进行比较,以及与规范规定的裂缝宽度限值比较,可对该桥的使用性能进行综合评估。
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| 关 键 词： | 桥梁 静载试验 承载能力 裂缝 |
Performance Evaluation of Bridge Based on Static Load Test and Crack Detection |
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| YANG Jin,LIU Fang,ZHANG Yang,LI Da-ming. Performance Evaluation of Bridge Based on Static Load Test and Crack Detection[J]. Communications Standardization, 2010, 0(19): 52-56. DOI: 10.3869/j.issn.1002-4786.2010.10.054 |
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| Authors: | YANG Jin LIU Fang ZHANG Yang LI Da-ming |
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| Affiliation: | 1.Highway Management Office of Lianyungang City,Lianyungang 222006,China;2.Civil Engineering Department,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China) |
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| Abstract: | By the static load test and appearance examination of the simply supported cored slab bridge,the deflection and strain of the key section have been measured in the proportional loading case.Comparing the measured data with the theoretic value and limited value of the crack width prescribed by the specifications,the service performance of this bridge can be evaluated synthetically. |
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| Keywords: | bridge static load test bearing capacity crack |
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