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预应力混凝土箱梁桥静载试验评定与分析
引用本文:丁东彦,任建民,杨华中.预应力混凝土箱梁桥静载试验评定与分析[J].河南城建高等专科学校学报,2013(5):1-3,8.
作者姓名:丁东彦  任建民  杨华中
作者单位:兰州交通大学土木工程学院,甘肃兰州730070
基金项目:"长江学者和创新团队"资助(IRT1139).
摘    要:桥梁的静载试验是检测桥梁结构承载能力、分析桥梁静力特性的重要手段.以兰州市小西湖黄河预应力混凝土箱梁桥为背景,采用结构分析商用程序MI-DAS/CIVIL建立三维实体单元有限元模型进行静载试验计算,分析了预应力混凝土箱梁桥在设计荷载作用下的挠度特性、承载能力以及应变特性.通过实测值与理论计算值的比较,讨论分析结构校验系数得出该桥梁的实际强度、刚度以及了解结构的实际运行状况,从而对其作出科学客观的评定.

关 键 词:箱梁桥  静载试验  挠度特性  校验系数

Evaluation and analysis of static load test of prestressed concrete box girder bridge
DING Dong-yan,REN Jian-min,YANG Hua-zhong.Evaluation and analysis of static load test of prestressed concrete box girder bridge[J].Journal of Henan Urban Construction Junior College,2013(5):1-3,8.
Authors:DING Dong-yan  REN Jian-min  YANG Hua-zhong
Affiliation:(School of Civil Engineering, Lanzhou Jiaotong University,Lanzhou 730070, China)
Abstract:The bridge static load test is an important means, bearing capacity analysis of static characteristics of bridge detection of bridge structure. In the Yellow River Lanzhou West Lake prestressed concrete box girder bridge, using the structural analysis software MIDAS/CIVIL to establish three-dimensional solid finite element model of static load test calculation, the author analyzed the deflection characteristics of prestressed concrete box girder bridge under the design load, its bearing capacity and the strain characteristics. The scientific and objective assessment is made based on the comparison between the measured values and the theoretical values, and the analysis of the actual strength, stiffness, actual operating conditions of its structure calibration coefficient.
Keywords:box girder bridge  static load test  deformation characteristics  coefficient
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