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时间:2019-02-04
《锈蚀钢筋混凝土梁抗弯承载力计算方法》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、2011年第8期(总第262期)混凝土理论研究Number8in2Ol1(TotalNo.262)ConcreteTHEORETICALRESEARCHdoi:10.3969~.issn.1002—3550.2011.08.004锈蚀钢筋混凝土梁抗弯承载力计算方法吴庆。庄悦(江苏科技大学土木工程与建筑学院,江苏镇江212003)摘要:基于锈蚀钢筋混凝土梁内钢筋与混凝土间黏结强度随锈蚀量的变化,对锈蚀梁的抗弯承载力进行了研究。当钢筋锈蚀量较小时,锈蚀梁内钢筋与混凝土间黏结强度随锈蚀量变化不大,锈蚀梁的力学性能同未锈蚀
2、梁,可运用传统的梁理论计算锈蚀梁的抗弯承载力;但随着钢筋锈蚀量的增加,钢筋与混凝土间黏结强度发生退化,锈蚀梁的力学性能介于黏结完好梁与无黏结梁之间,与传统的计算梁的抗弯承载力的方法不同,应考虑梁的各截面间相互作用。基于梁整体的受力平衡和变形协调,提出概念明确、通用性强的锈蚀钢筋混凝土梁抗弯承载力计算方法;经试验验证,数据吻合很好,其结果有益于完善和发展锈蚀钢筋混凝土梁抗弯承载力的计算方法。关键词:锈蚀钢筋混凝土梁;锈蚀程度;抗弯承载力;退化机理中图分类号:TU528.叭文献标志码:A文章编号:l002—3550(2
3、011)08—0010—05CalculationmethodforflexuralcapacityofcorrodedRCbeamsreinforcedconcretebeamswUOing.ZHUANGYue(CollegeofCivilEngineeringandArchitecture,JiangsuUniversityofScienceandTechnology,Zhenjiang212003,China)Abstract:Flexuralcarryingcapacityofcorrodedreinfor
4、cedconcretebeamsismodeledandcalculatedonthebasisofthechangeofbondstrengthbetweencorodedsteelandconcrete.Atlowerdegreesofcorrosionlevel,bondstrenIgthbetweensteelandconcretedoesn’thavegreatchangeswithincreasingdegreesofcorrosion,themechanica1behaviorofthecoroded
5、RCbeamsiSthesameasthatofthenon-corodedones,flexuralcarryingcapacityofcorodedRCbeamscanbecalculatedbyconventionaltheoryofthebeam.Whenreductionofbondstrengthoccursduetohigherdegreesofcorosion,themechanicalbehaviorofthecorrodedRCbeamsliesinbetweenthatoftheperfect
6、lybondedandunbondedbeam.ItisdifferentfromthetraditionalwayinRCbeams.theinteractionbetweencrosssectionsofbeamsshouldbeconsidered.Inthepresentpa—per,thechangeofbondstrengthbetweencorodedsteelandconcreteisconsidered,andonthebasisoftheconditionofequilibriumofforce
7、sandcompatibilityofdeformationsforwholebeams,acalculationmethodforflexuralcapacity,conceptuallyexplicitandwidelyapplicable,waspro—posed,takingconsiderationofbothcorosiondegreeandreinforcementindex.Theresultswereusefultoperfectthecalculationmethodoftheflex—ural
8、bearingcapacityofcorodedreinforcedconcretebeams.Keywords:corodedreinforcedconcretebeam;corodeddegree;flexuralbearingcapacity;deteriorationmechanism算理论为前提,都没有很好解决由于黏结性能退化而引起的锈0引言蚀钢筋
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