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ID:33394702
大小:2.28 MB
页数:70页
时间:2019-02-25
《含残余应力x70钢与接头ctod设计曲线应用分析》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、武汉理工大学硕士学位论文thismethodisbasedonBS7910-2005(Guidetomethodsforassessingtheacceptabilityofflawsinmetallicstructures)specificationsof2classaratingcurveisdeducedanewCTODdesigncurve,named"BS79102A-CTODdesigncurve;TheCTODdesigncurveissuitableforelastoplasticrangeandmechanicalpropertiesofheterogeneouswelded
2、joint,basedonthecurveofCTODdesigntypeIthroughthecracklengththresholdformulaarederived,thismethodbreaksthroughthetraditionalcomputingthroughthecracklengththresholdislimitedtotheshortageoftheelasticstage,butalsoconsiderstheweldingandtheresidualstressofthematerialfracturetoughnessontheinfluenceofcracks
3、tructuresafetyperformance.2)byadoptingthetechnologyofcelldeath,thecombinationofCTODdefinition,directcalculatingthecriticalCTODvaluematerials.Andwilltestthematerialfracturetoughness(thecriticalvalueofCTOD)comparedwiththeresultsofANSYSnumericalanalysis.3)usingtheANSYSsoftware,theestablishmentofX70pipe
4、linesteelVgrooveANSYSmodeloftemperaturefieldofX70steelplateandjointandweldingresidualstressfieldcalculationandanalysisinturn.4)analysisBS79102A-CTODdesigncurvederivedthecalculationofmodeIcracklengthformulaofthecriticalvalue,theformulatotheweldingresidualstress,fracturetoughnessandtypeIthroughcrackle
5、ngthtotherelationsbetweenthecriticalvalue,usingtheMATLABsoftwaretomapthesurfaceofrelationshipbetweenthem,inordertodirectobservation.5)usingANSYStocalculatetheX70steelafterweldingresidualstressdistribution,undertheconditionofthecontainingweldingresidualstressisobtained,throughthemodeIcracklengththres
6、holdnumericalsizedistributionalongthelengthdirectioncomponent.UsingTheBS7910-CTODdesigncurvetodetermingthethecriticalvalueofcracklengthofX70steelandweldedisscientificandserious,itiscanbeusedforreferenceofpressurevesselsandpipingproductionandresearchenterprise.KeyWords:weldingresidualstress;CTODdesig
7、ncurve;X70Steel;weldedjointIV万方数据武汉理工大学硕士学位论文目录摘要.....................................................................................................................IAbstract.........................
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