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ID:36588515
大小:6.35 MB
页数:70页
时间:2019-05-12
《隧道围岩在开挖应力下的弹塑性损伤演化机理研究》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、重庆交通大学硕士学位论文隧道围岩在开挖应力下的弹塑性损伤演化机理研究姓名:何凯波申请学位级别:硕士专业:港口、海岸与近海工程指导教师:赵明阶20090401ABSTRACTThispaperisbasedonMinistryofTransportationandCommunicationsTechnologyProject”Forecastingtheoryandwarmingsystemsonrelaxationloadofhighwaytunnel”(200631874024),holdin
2、gthemainlineabouttheelastoplasticdamageofsurroundingrockets,By‰waysofnumericalsimulationtostudytheelastoplasticdamagewithtunnelexcavationintheprocess,throughstudyonotheraspects,suchas:thedeformationofthetunnel,stressdistributionandplasticzoneofthesco
3、pe.sizeect,toanalysetheelastoplasticdamageofthetunnelinexcavationattheuninstallprocess,andlistmedisciplineinthewholeprocess.Themainingstudyreadsasfollows:(1)CombineDamageMechanicsandseveraldamagedetectionmethodsforthetunnel,introducingtheapplicationo
4、nthedamagetheoryintherock.1ikematerials(includingrocktunnel),expoundingtheresearchstatusofthedamagevariable.aswellasthedefinitionofdamagevariableofthetunnel.(2)Comparethefailuremechanismtherockwiththesurroundingrocketsofloadingandunloadingdamageinthe
5、processingofexcavation,confirmingthemajorresearchobject,whichistheelastoplasticdamageinwithingExcavationunloading;simultaneously,inaccordancewiththetunnelundertherockdamagemechanicstheoryandexperienceofexistingunloadingstatus,combinedwithenergydissip
6、ationtheory,analysingtheelastoplasticdamageconstitutivemodelwhichtheenergydissipationisconsided,then,getthereviseddamageevolutionequation.(3)Usingfiniteelementanalysissoftware.ANSYS10.0.toanalyseclassIItoIVsurroudingrockets,also,withingthehelpofBPArt
7、ificialNeuralNetwork,Optimizethepost。excavationdisturbancezoneandthemechanicalparametersofrockboltingoptimizationparameterscomposity.simulatetheunloadingprocessoftunnelexcavationpractically,througmanalysingsomeaspects,suchas:surroundingrocketsdisplac
8、ement,stress,strainandplasticdamage,obtainedtheelastic.plasticdamageevolutionlawintheprocessofexcavationtunnel.(4)CombinedthefiniteelementanalysisofBiChengTunnelwiththeactualMonitoringdataofBiChengTunnel,theelasto—plasticdamageconstitutivemodelisvali
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