桥梁钢结构疲劳全寿命设计研究

桥梁钢结构疲劳全寿命设计研究

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时间:2019-05-10

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1、Y978{02长安大学硕.士学位论文桥梁钢结构疲劳全寿命设计研究刘帮俊申请学位级别塑±学科名称竖墨量丝煎苎壅论文提交日期2QQ壶。监论文答辩日期2QQ6。Q互。Q垒AbstractBridgedesignmanyyearsago,problemsinconstnlctionandseⅣicedonotbeconsidereda11.Itleadstosomequestionssuchasusefunction,stmcturediseaseaIldlowresistance,highenlistment

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4、cturecompent.Majorreseachisthefatigueofbridgesteelstnlcture.1ntheanicle,basedon“wholelifedesi印”,itbringsfonⅣardVariableassuraIIcerationinfatigIleequations,sothatdif:l'erentassu砌ceratiocaIIbeusedaccordingtothediffcrenceofstnlcturereplaceablealldsignifican

5、cc.Fatigueinsteelstmctureofbridgeisoneofthemainfactorswhichaf:I.cctdurability.Codefordes咖onsteelstmcturcofrailwaybridgeCrBlo002.2—2005)basedonmanyexperimentshassomepropenysuchasadVancement,applicabilityalldreliability.Itcanshow0urmanufacturecraftandleVel

6、,aIldtherealconditionofbridgestructures.Comparewiththeabovecode,Codefordesignonsteelandtimberstmctureofroadbridge(rrJ025·86)hasdroppedbehindmuchmore.Thecodeadoptstomtioofstressasfatjguecontmlfactorjsqujtcdiffcren£fromnewthcory'A11ditcan’trevcalreal∞nditi

7、onofstmctures.Theresultoffatiguecalculatingseemstounsafely.That’stosay,ThecodeshouldbetterchaIlge.Theaniclebasesontheexperimentsdonebyrailwayinstituteforalongtime柚dnewfatigueresearchtheoryinsideandoutside,Putf0州ardaset0foptimummethodsforstmcturedesi印.Tll

8、eexpectationistomakeagIlidefordesi弘ers.T1leresultsofresearchintheanicleareshownbydesign兀llesandcalculatingdemonstration,ltexpectstoservefordesigners.Keywords:bridgesteelst九lcture,fatiguecalculating,stmcturaloptimum论文独创性声明本

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