万益大桥拼宽技术研究

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中图分类号:K928.78 文献标志码:A 文章编号:2095-2945(2026)03-0048-04

DOI:10.19981/j.CN23-1581/G3.2026.03.013

Abstract:Theconstructionofhighways isthe foundationof national economicdevelopment.Nowadays,thenationalhighway network hasbecomemoreperfect,andtherenovationandexpansionofexistinghighwayshasbecomeakeyresearchpoint.In ordertostudythestressdistributionofthebeambodyoftheupperstructureofthebridgeafterwidening,thispaperisbased onanactualprojectmodel.Byanalyzingthefiniteelementmodelofthenosefork bridgeafterwidening,theconstitutive relationshipofdiferentbeampiecesafterwideningiscomparedandanalyzed,sothatitcanserveasareferenceforsimilar engineering projects in the future.

Keywords:bridgewidth;finiteelement model;constitutiverelationship;bridgesuperstructure;nosebifurcation

随着经济的发展,当前较多高速公路已无法满足现行交通量需求,为了提升运输效率,大规模高速公路开始改扩建投资建设,而桥梁改扩建是高速公路的重中之重。(剩余3124字)

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