資源描述:
《四線雙桁連續(xù)鋼桁梁節(jié)點受力性能-研究》由會員上傳分享,免費在線閱讀,更多相關(guān)內(nèi)容在行業(yè)資料-天天文庫。
1、西南交通大學(xué)碩士研究生學(xué)位論文第1I頁AbstractDongxinGanjiangRiverBridgeisathroughtypecontinuoussteeltrussbridge.Itsspanarrangementis126+196+126m,whichisthefirstlong-spandoublesteeltrUSSbridgewithfour-lineinChina.Thetopchordofthemaintrussisassemblyjointed,whichischaracterizedbygreatinternalforceand
2、complicatedstructuredetails.BasedonthebackgroundofDongxinGanjiangRiverBridge,systematicalinvestigationbasedonthemodeltesthasbeendonetostudythemechanicalbehaviorofA9joint.Themainresearchcontentsareasfollows:I、Inordertogetthemostpossibleunfavorableprocessingconditionsofthejointsund
3、erthecombinationofdeadloadandliveload,afiniteelementmodelisestablishedbythespatialplateshellmethodaccordingtothecharacteristicsoffour-linedouble—trussplate—trusscompositebridges‘2、Thescalemodelin1:4ratioWasdesignedand.manufacturedinordertosimulatethestressstatesofA9jointintheposi
4、tionofthemiddlesupportofactualBridge.3、UsingtheFEMsoftwareANSYS,shellclementisappliedtosimulatejointstructuredetailsandlocalFEManalysishasbeendone.Thejointstressstateaswellastheperformanceunderthedesignloadandultimateloadhavebeenobtained.4、ScalemodeltestWascarriedouttoinvestigate
5、thejointstressstateandperformanceunderthedesignloadandultimateload.5、Theresultsofthemodeltestandthetheoreticalcalculationwerecomparedandthevalidityoftheoreticalcalculationwasinvestigated.Theresultsshowedthatthestresslevelofthemodeltestishigherthanthetheoreticalanalysiswhichsimula
6、tesfrictionalhigh-strengthboltsbyincreasingthethicknessofjointplates.6、Mechanicalperformanceofthejointundertheultimateloadisevaluatedthroughthemodeltest.Furthermore,itisconcludedthatthedesignofassemblyjointisdeterminedbythestressofjointplatesectionandrodmiddlesectionkeywords:Dong
7、xinGanjiangRiverBridge;doubletrUSS、歷mfour-line;platetrusscompositesystem;assemblyjoint西南交通大學(xué)碩士研究生學(xué)位論文第1II頁目錄第1章緒論????????????????????????????..11.1引言??????????????????????????????????????????11.2本文工程背景????????????????????????????21.3本文的主要研究內(nèi)容?????????????????????????3第2章東新贛江橋全橋受力
8、性能分析??????????????????。42.1工程概況?????????