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氯离子侵蚀环境下基于可靠性的混凝土结构耐久寿命预测 被引量:2

Durable life prediction of concrete structure based on the reliability under chloride environment
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摘要 对氯离子侵蚀作用下基于可靠性的混凝土结构耐久寿命预测进行了研究。首先,确定氯离子环境作用下对应的性能水准和结构耐久性极限状态,然后,选择氯离子侵蚀深度模型和钢筋锈胀模型,以极限状态模式建立失效概率方程,在满足规定的失效概率条件下,确定结构的耐久性寿命,并给出不同性能水准的计算实例。结果表明,基于可靠性的混凝土结构耐久寿命预测方法与工程实例调查结果相一致,该方法可以有效地用于氯离子侵蚀环境下结构耐久寿命预测。 Durable life prediction of concrete structure under chloride environment is studied based on the reliability.Performance level and durability limit state are defined,corrosion depth model and steel corrosion spalling model is elected,and failure probability equation of ultimate state is established,durable life which satisfy the regulated failure probability is determined.The result show,durable life prediction method based on the reliability can correspond to the project example.The method can use the durable life prediction under chloride environment effectively.
作者 马亚丽 贾燕
出处 《四川建筑科学研究》 北大核心 2011年第5期95-98,共4页 Sichuan Building Science
关键词 氯离子 可靠性 性能水准 耐久寿命 chloride reliability performance level durable life
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参考文献5

  • 1马亚丽,张爱林.基于规定可靠指标的混凝土结构氯离子侵蚀耐久寿命预测[J].土木工程学报,2006,39(2):36-41. 被引量:41
  • 2Chun Qing Li. Reliability Based Service Life prediction of corrosion affected concrete structures [ J]. ASCE, Journal of Structural Engineering,2004,130 (10) : 1570-1577.
  • 3Siemes A J M, Rostam S. Durable Safety and Serviceability-A Performance Based Design Format, IABSE Report 74: Proceedings IABSE Colloquium ' Basis of Design and Actions on Structures- Background and Application of Eurocede 1, Delft, 1996.
  • 4Timoshenko S P, Goodier J N. Theory of elasticity, McGraw-Hill, 1970, New York.
  • 5Clifton J R. Predicting the service life of concrete. ACI Materials Journal, 1993,90(6) :611-617.

二级参考文献11

  • 1Trevor J K.Impact of Specification Changes on Chloride Induced Corrosion Service Life of Virginia Bridge Decks,Thesis in Civil and Environmental Engineering[R].Virginia:Virginia Polytechnic Institute and State University,2001
  • 2Finn F.Marine chlorides-A probabilistic approach to derive provision for EN 206-1[R] // Service Life Design of Concrete Structures-From Theory to Standardization.Norway:3^rd Duranet Workshop,2001
  • 3Alonso C,Andrade C,Castellote M,etal.Chloride threshold values to depassivate reinforcing bars embedded in a standard OPC mortar.[J].Cement and Concrete Research,2000 (30):1047-1055
  • 4Stewart M G,Vu K A T.Structural reliability of concrete bridges including improved chloride-induced corrosion models[J].Structural Safety,2000(22):313-333
  • 5Enright M P,Frangopol D P.Probabilistic analysis of resistance degradation of reinforced concrete bridge beams under corrosion[J].Eng Struc,1998,20 (11):960-971
  • 6Siemes A J M,Rostam S.Durable Safety and Serviceability-A Performance Based Design Format[C] // IABSE Report 74:Proceedings IABSE Colloquium' Basis of Design and Actions on Structures-Background and Application of Eurocode 1'.Delft:[s.n.],1996
  • 7张爱林,赵国藩,王光远.现役结构模糊动态可靠度评估实用方法[J].应用基础与工程科学学报,1998,6(1):87-94. 被引量:10
  • 8张爱林,赵国藩,王光远.现役结构可靠性评定研究述评[J].北京工业大学学报,1998,24(2):130-135. 被引量:16
  • 9王新友,李宗津.混凝土使用寿命预测的研究进展[J].建筑材料学报,1999,2(3):249-256. 被引量:43
  • 10张宝兰,卫淑珊.华南海港钢筋混凝土暴露十年试验[J].水运工程,1999(3):6-13. 被引量:32

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