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时间:2020-03-27
《大型混凝土箱梁水化热温度场的数值模拟.pdf》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、第29卷第3期2012年3月公路交通科技JournalofHighwayandTransportationResearchandDevelopmentV01.29No.3Mar.2012doi:10.3969/j.issn.1002—0268.2012.03.012大型混凝土箱梁水化热温度场的数值模拟陈志坚1,(1.河海大学地球科学与工程学院,江苏南京210098顾斌2;2.河海大学土木与交通学院,江苏南京210098)摘要:针对大跨径混凝土箱梁桥O号箱梁的特点,详细介绍分析了水化热温度场数值模
2、拟过程中混凝土参数的取值以及边界条件的确定方法,以苏通大桥辅助航道桥的O号箱梁为例,利用ANSYS对其混凝土浇注后的温度场进行了数值模拟,并与实测值进行了对比。研究结果表明:混凝土硬化早期,温度随水泥水化的发展,经历了较快的温升阶段,到达最值后,进入缓慢的温降阶段,最值出现的越早,温降的速率越大;混凝土浇注后的最大内外温差与构件厚度和表面边界情况有关,构件厚度越大,表面散热条件越好,可达到的最大内外温差也就越大;新旧混凝土结合面处存在温度倒灌现象.混凝土养护期间,应根据箱梁混凝土水化热温度场的特
3、点,对重要部位进行有针对性的养护。关键词:桥梁工程;混凝土箱梁;水化热;温度场;数值模拟中图分类号:U448.35文献标识码:A文章编号:1002—0268(2012)03—0064—06NumericalSimulationonHydrationHeatTemperatureFieldofLarge—sizeConcreteBoxGirderCHENZhijianl,GUBin2(1.SchoolofEarthSciencesandEngineering,HohaiUniversity,N,m
4、jingJinangsu210098,China;2.SchoolofCivilandTransportationEngineering,HohaiUniversity,NanjingJinangsu210098,China)Abstract:Accordingtothestartelementcharacteristicsoflong—spanconcreteboxgirderbridge,thedeterminationofconcreteparametersandboundarycondi
5、tionsinthenumericalsimulationprocessofthehydratedheattemperaturefieldwereintroducedandanalyzedindetail.TakenthestartelementofauxiliarychannelbridgeofSutongBridgeforexample,thesimulationanalysisofhydratedheattemperaturefieldofthedepositingperiodofstar
6、telementwasmadebyusingANSYS,andthecomparisonoftheresultsofFEAwiththemeasuredvalues.Theresultsindicatethat(1)duringtheearlyhardeningofconcrete,withthedevelopmentofcementhydration,itstemperatureexperiencedaphaseofrapidrise,andthenitdroppedslowlywhenitr
7、eachedtheextremevalue,thesoonertheextremevaluereached,thegreatertherateoftemperaturedroppingwas;(2)themaximumtemperaturedifferencebetweeninteriorandexteriorafterpouringwasconcernedwithcomponentthicknessandboundaryconditionofsurface,thethickerthecompo
8、nentwas,thegreatertheconditionoftheheatdissipationofsurfacewas,andthebiggerthetemperaturedifferencebetweeninsideandoutsidewas;(3)thephenomenonoftemperatureintrusioninthecombinedsurfaceofoldandnewconcreteexisted.Thus,duringthecuringconcrete,themainten
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