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公路钢筋混凝土梁基于抗力劣化的可靠性分析
Reliability analysis of highway reinforced concrete beam based on resistance deterioration
【摘要】 为了研究公路钢筋混凝土梁抗力劣化对构件可靠性的影响,采用了一个时变荷载模型和一个多参数抗力劣化模型,研究了公路钢筋混凝土梁抗弯强度可靠性在服役期内的变化趋势,并基于一实例分析了各影响参数对可靠性的敏感性。结果表明:抗力劣化使构件可靠性下降,受拉区钢筋和车辆荷载对可靠性分析的敏感性最大。
【Abstract】 In order to study the influence of resistance deterioration of the highway reinforced concrete beam on the member reliability, in this paper, based on a timedependent load model and a resistance deterioration model which several parameters has been considered, the change tendency in the service life of bending strength reliability about the highway reinforced concrete beam is studied, and according to an example, the sensitivity of the parameters which can influence the reliability is analyzed. The result is that resistance deterioration can make the member reliability decline, and the reinforcement in tensile region and vehicle loads are the most sensitive to the reliability analysis.
【Key words】 bridge engineering; reinforced concrete beam; reliability analysis; resistance deterioration; sensitivity;
- 【文献出处】 中国公路学报 ,China Journal of Highway and Transport , 编辑部邮箱 ,2003年04期
- 【分类号】U443.1
- 【被引频次】30
- 【下载频次】208