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基于碳化的预应力组合箱梁桥可靠性分析
引用本文:赵大亮,李爱群,郭彤. 基于碳化的预应力组合箱梁桥可靠性分析[J]. 混凝土, 2007, 0(3): 88-91
作者姓名:赵大亮  李爱群  郭彤
作者单位:兰州交通大学,土木工程学院,甘肃,兰州,730070;东南大学,土木工程学院,江苏,南京,210096;东南大学,土木工程学院,江苏,南京,210096
摘    要:为了研究预应力混凝土结构在混凝土碳化后,结构在服役期间的可靠度,分析讨论了混凝土碳化及其影响因素.将混凝土强度、保护层厚度、计算模式不确定性系数以及荷载增长系数作为随机变量,以混凝土的碳化深度作为一个随时间变化的随机过程,建立了一般大气环境下,混凝土碳化的时变概率随机模型.在此基础上,对五跨预应力组合箱梁进行了研究,从可靠度方面给出了在服役期间结构的可靠度水平.

关 键 词:桥梁工程  组合箱梁  可靠度
文章编号:1002-3550-(2007)03-0088-04
修稿时间:2006-12-14

Reliability analysis of prestressed composite box girder bridge based on carbonation
ZHAO Da-liang,LI Ai-qun,GUO Tong. Reliability analysis of prestressed composite box girder bridge based on carbonation[J]. Concrete, 2007, 0(3): 88-91
Authors:ZHAO Da-liang  LI Ai-qun  GUO Tong
Affiliation:1. College of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China 2. College of Civil Engineering, Southeast University, Nanjing 210096, China
Abstract:In order to investigate the reliability of existing prestressed concrete construction on the condition of concrete carbonation,the mechanism of concrete carbonation and influencing factors are discussed and analyzed in the paper. A time-varying probabilistic stochastic model of concrete carbonation in common atmosphere environment are established by considering concrete strength,the thickness of concrete cover,the uncertainty coefficient of computation mode and the growth factor of load as random variables and concrete carbonation depth as a random process with time changes. Based on that,a five-span prestressed composite box girder is studied,the reliability level of construction is computed in the different service period from reliability.
Keywords:bridge engineering  composite box girder  reliability
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