预应力混凝土渡槽结构优化设计与有限元分析

预应力混凝土渡槽结构优化设计与有限元分析

ID:32083934

大小:7.75 MB

页数:86页

时间:2019-01-31

预应力混凝土渡槽结构优化设计与有限元分析_第1页
预应力混凝土渡槽结构优化设计与有限元分析_第2页
预应力混凝土渡槽结构优化设计与有限元分析_第3页
预应力混凝土渡槽结构优化设计与有限元分析_第4页
预应力混凝土渡槽结构优化设计与有限元分析_第5页
资源描述:

《预应力混凝土渡槽结构优化设计与有限元分析》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、三峡大学硕士学位论文AbstractPre-stressedconcreterectangularaqueductisoneofthecommonlyusedaqueductconstructionstructuresinChina.However,withtheincreasingsizeoftheaqueduct,thecomplexityofaqueductstresswillbeenhanced.Therefore,it'snecessarytoinvestigatethevariationsthereinsothatallstructuralcomponentscangi

2、vefullplaytoitsownmechanicalpropertiestoachievestructuralsafety,economyandreasonabledesigngoal.Asatechnologytoseektheoptimaldesign,structuraloptimizationhasbeenthehottopicinthefieldofstructuraldesignsince1960.Byoptimizationdesign,thestructurescanachievethedemandofeconomyandsafety,whichhasimpor

3、tantengineeringsignificanceandbroadprospectsfordevelopment.Thisthesis,basedonarectangularprestressedaqueductprojects,establishesparametricmodelingofaqueduct,optimizesitsstructurebyutilizingANSYSoptimizationdesignmodule,analyzesthestructureofthepriorandoptimizedaqueductandmakesaseriesofcomparis

4、onstudyonthestrainedcondition.Themainresearchcontentsarelistedasfollows:1)Three-dimensionalfiniteelementanalysisabouttheoriginaldesigningschemeofpre-stressedaqueduct.Byusingthelargecommercialfiniteelementanalysissoftware-ANSYS,thisthesisestablishesthree-dimensionalfiniteelementmodelbasedontheo

5、riginalschemeofaqueductandanalyzesthestaticanddynamicforcesunderfourworkingconditions,whichareanhydrous,designdepth,fullslotdepth(temperatureup)andfullslotdepth(temperaturedown).Theresultsshowthatthestressoftheaqueductstructureandstrainindicatorcannotonlymeetthestandardrequirementbutalsoiscons

6、ervative,whichdemonstratesthatthereisdevelopingspaceinthestructureoptimizationfortheoriginaldesigningscheme.2)AqueductstructureoptimizationdesignbasedonANSYSsoftware.ThebasicideaoftheANSYSstructureoptimizationdesignissketched.Groundedontheoriginalscheme,threeprioritizationschemesareoptimizedby

7、usingtheANSYSoptimizationdesigningmodulewithprestressedreinforcementandsectionaldimensionasoptimizationvariables.Thenthroughthecomparisonofsafetyperformanceandconstructioncost,theauthortriestofindthebetterdesigningscheme,whichpossessess

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。