欢迎来到天天文库
浏览记录
ID:34488387
大小:1.21 MB
页数:8页
时间:2019-03-06
《邓肯E_B模型弹性部分能量守恒探讨》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、第26卷增1岩石力学与工程学报Vol.26Supp.12007年7月ChineseJournalofRockMechanicsandEngineeringJuly,2007邓肯E-B模型弹性部分能量守恒的探讨郭晓霞,迟世春,林皋(大连理工大学海岸与近海工程国家重点实验室,辽宁大连116024)摘要:从邓肯E-B模型的卸荷再加荷模量和体积模量出发,以热力学定律为基础,构造土体的吉布斯自由能函数,通过勒让德变换,得到增量的应力–应变关系。采用热力学方法对柔度矩阵进行修正,从而产生弹性体应力(或应变)与弹性剪切应变(或应力)的耦合项。经典的弹性本构认为剪切与胀
2、缩效应是不相关的,但几个闭合应力路径的计算表明,其能量存在不守恒问题。所提出的修正模型能够满足闭合应力路径的能量守恒,且能更好地拟合三轴试验弹性应力–应变关系。关键词:土力学;热力学;勒让德变换;吉布斯自由能函数;弹性;能量守恒中图分类号:TU43文献标识码:A文章编号:1000–6915(2007)增1–3114–08DISCUSSIONONENERGYCONSERVATIONFORELASTICCOMPONENTOFDUNCAN-CHANGE-BMODELGUOXiaoxia,CHIShichun,LINGao(StateKeyLaboratoryo
3、fCoastalandOffshoreEngineering,DalianUniversityofTechnology,Dalian,Liaoning116024,China)Abstract:Startingfromtheunloading-reloadingmodulusandbulkmodulusofDuncan-ChangE-Bmodel,elasticcomponentofGibbsfreeenergyfunctionforsoilsisformulatedbasedonthethermodynamicprinciple.Thentheincr
4、ementalstress-strainrelationshipisobtainedbyuseoftheLegendretransformation.Thecompliancematricesaremodifiedbyapplyingthermodynamicapproach,accordingly,thecouplingitembetweenelasticvolumetricstress(orstrain)andelasticdeviatoricstrain(orstress)behaviorisproduced.Besides,thematerial
5、behaviorismodeledaselasticitywithadditionaldilatancyterminthebulkmodulusduetoshearmodulusdependentonpressure.Intheconventionalelasticconstitutivemodelofsoils,itisknownthatthereisnorelationbetweenshearbehavioranddilatancy.Thecomputationalresultsofseveralclosed-loopstresspathsindic
6、atethat,elasticstrainenergynon-conservationwillbecreatedwithoutconsiderationofthecouplingitem.However,theproposedmodifiedmodelcanaccuratelymodelelasticcomponentofstressandstrainrelationshipcurveoftriaxialtest.Atthesametime,energyconservationcanbeaccomplishedinaclosedstresscyclein
7、themodel.Keywords:soilmechanics;thermodynamics;Legendretransformation;Gibbsfreeenergyfunction;elasticity;energyconservation的线弹性性质。邓肯E-B模型假设土体应力–应变1引言关系呈双曲线型,一般情况下,由于卸荷再加荷回弹模量系数K是初始切线模量系数k的1.2~2.0ur试验研究结果表明,土体的应力–应变关系具倍,而二者模量指数接近,故土体初始切线模量为有明显的非线性特征,但卸荷与再加荷时具有近似回弹模量的0.5~0.8倍。在低应力水
8、平条件下,由于收稿日期:2006–04–02;修回日期:2006–08–20基金
此文档下载收益归作者所有