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ID:17629719
大小:5.34 MB
页数:87页
时间:2018-09-04
《冷弯薄壁钢—重组竹箱型组合梁抗弯性能研究》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、密级公开+分类号TU398.6X'IANTECHNOLOGICALUNIVERSITY硕士学位论文题目:冷弯薄壁钢-重组竹箱型组合梁抗弯性能研究作者:白文魁指导教师:李三庆副教授申请学位学科:结构工程2018年05月11日Thefiniteelementmodelofcompositebeamsareestablishedbythefactorssuchasspanofbeam,thicknessofreconstitutedbamboo,heightandthicknessofcold-
2、formedthin-walledsteel,span-depthratioanddepth-thicknessratio.Theinfluenceofdifferentfactorsonflexuralcapacityisstudiedbysimulation.Bycomparingtheflexuralcapacityofcompositebeamssimulatedbyvariousfactorswiththetheoreticalvaluescalculatedbytheoptimizedformula,itisfoundthatthe
3、errorsbetweenthetwomethodsaresmall,whichprovesthecorrectnessandapplicabilityoftheoptimizedformulas.Orthogonalanalysisisusedtoobtaintheoptimalparametercombinationfactorsofcompositebeam.Theflexuralcapacityofcold-formedthin-walledsteel-reconstitutedbambooboxcompositebeamisestim
4、ated.Theresultsshowthatthecompositebeamsstudiedinthispaperhavebettermechanicalpropertiesandintegrity,andcanbeusedasabearingmemberinbuildingstructure.KeyWords:compositebeam;reconstitutedbamboo;cold-formedthin-walledsteel;flexuralcapacity;finiteelementanalysis;influencefactors
5、;orthogonalanalysis目录1绪论.......................................................................................................................................11.1研究背景............................................................................................................
6、................11.2钢与混凝土组合结构........................................................................................................31.2.1钢与混凝土组合结构主要类型及特点.....................................................................31.2.2钢与混凝土组合结构的发展.................................
7、....................................................41.3现代竹结构........................................................................................................................51.4材料特性......................................................................................
8、......................................71.4.1人造竹材板..........................
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