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昆明冶金高等专科学校学报 ›› 2016, Vol. 32 ›› Issue (1): 54-58.DOI: doi:10.3969/j.issn.1009-0479.2016.01.011

• 建筑设计与土建施工 • 上一篇    下一篇

混凝土梁加固有限元模拟与可靠性分析

钱闪光   

  1. (昆明冶金高等专科学校建工学院,昆明650033)
  • 收稿日期:2016-01-06 出版日期:2016-04-20 发布日期:2016-04-20
  • 作者简介:钱闪光(1974-),男,云南宣威人,副教授,博士研究生,主要从事建筑结构、安全工程、工程建设管理 与研究工作。
  • 基金资助:

    云南省教育厅科学研究基金项目:连体对大底盘多塔楼结构静、动力性能影响的研究(08Z0081)

Finite Element Simulation and Reliability Analysis of Concrete Beams

 QIAN Shanguang   

  1. (Faculty of Architecture Engineering, Kunming Metallurgy College,Kunming 650033,China)
  • Received:2016-01-06 Online:2016-04-20 Published:2016-04-20

摘要:

为确保建筑结构上混凝土梁加固的安全性与可靠性,了解混凝土梁加固在各个环境下的受力载荷条件,基于安全系统工程的相关理论和有限元法的基本原理,以某混凝土梁加固为例,通过分析混凝土梁失效致因模式,建立以混凝土梁加固失效为顶事件的事故树模型与混凝土梁有限元模型,并进行定性分析和数值计算,从而直观地对钢筋混凝土的结构安全度做出总体性评价,确定导致事故的主要潜在风险项,并对混凝土梁加固的安全性进行可靠性分析。研究结果表明,以某混凝土梁加固的“混凝土梁” 失效故障模式的发生概率约为2.13%,建筑物混凝土梁可靠度约为97.87%,可为混凝土梁加固方法的确定与实施提供科学依据。

关键词: 混凝土梁加固, 有限元法, 事故树模型, 结构安全度, 可靠性分析

Abstract:

The  failure mode of concrete beams is analyzed based on the theory of security systems engineering and finite element  method  basic principle  to ensure the structural concrete  beams  reinforced security and reliability,understand concrete beams strengthened in various environmental stress load conditions  to  a reinforce concrete beam. Failure tree model and finite element model of reinforced failure of concrete beams  as  the  top  event were established. Queltative analysis and numerical calculation were done. so as  to  make  the overall evaluation of the structural safety of reinforced concrete directly, and determine the main  potential risk of accident.  Further more,reliable analysis of reinforced concrete beam strengthened sevurity was done. The research results show that the mode failure probability is about 2. 13 % in concrete beams reinforced concrete beam failure,building concrete beam reliability is about97. 87 %. It can provide a scientific basis for the determination and implementation of concrete beam reinforcement methods.

Key words: concrete beam reinforcement, finite element method, fault tree model, structural safety, reliability analysis

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