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ID:12125592
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时间:2018-07-15
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1、Damagedplasticitymodelforconcreteandotherquasi-brittlematerialsProducts:Abaqus/StandardAbaqus/ExplicitThissectiondescribestheconcretedamagedplasticitymodelprovidedinAbaqusfortheanalysisofconcreteandotherquasi-brittlematerials.ThemateriallibraryinAbaqusalsoincludesotherconstitut
2、ivemodelsforconcretebasedonthesmearedcrackapproach.ThesearethesmearedcrackmodelinAbaqus/Standard,describedin“Aninelasticconstitutivemodelforconcrete,”Section4.5.1,andthebrittlecrackingmodelinAbaqus/Explicit,describedin“Acrackingmodelforconcreteandotherbrittlematerials,”Section4
3、.5.3.Theconcretedamagedplasticitymodelisprimarilyintendedtoprovideageneralcapabilityfortheanalysisofconcretestructuresundercyclicand/ordynamicloading.Themodelisalsosuitablefortheanalysisofotherquasi-brittlematerials,suchasrock,mortarandceramics;butitisthebehaviorofconcretethati
4、susedintheremainderofthissectiontomotivatedifferentaspectsoftheconstitutivetheory.Underlowconfiningpressures,concretebehavesinabrittlemanner;themainfailuremechanismsarecrackingintensionandcrushingincompression.Thebrittlebehaviorofconcretedisappearswhentheconfiningpressureissuff
5、icientlylargetopreventcrackpropagation.Inthesecircumstancesfailureisdrivenbytheconsolidationandcollapseoftheconcretemicroporousmicrostructure,leadingtoamacroscopicresponsethatresemblesthatofaductilematerialwithworkhardening.Modelingthebehaviorofconcreteunderlargehydrostaticpres
6、suresisoutofthescopeoftheplastic-damagemodelconsideredhere.Theconstitutivetheoryinthissectionaimstocapturetheeffectsofirreversibledamageassociatedwiththefailuremechanismsthatoccurinconcreteandotherquasi-brittlematerialsunderfairlylowconfiningpressures(lessthanfourorfivetimesthe
7、ultimatecompressivestressinuniaxialcompressionloading).Theseeffectsmanifestthemselvesinthefollowingmacroscopicproperties:differentyieldstrengthsintensionandcompression,withtheinitialyieldstressincompressionbeingafactorof10ormorehigherthantheinitialyieldstressintension;softening
8、behaviorintensionasopposedtoinitialhardeningfollowedby
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