欢迎来到天天文库
浏览记录
ID:32354186
大小:14.64 MB
页数:75页
时间:2019-02-03
《gfrp管—混凝土—钢管混凝土组合柱轴压性能试验研究》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、GFRP管-混凝土-钢管混凝土组合柱轴压性能试验研究TheExperimentalStudyonGFRP--Concrete··Steel·-ConcreteDouble--SkinTubularHybridColumnsunderAxialCompressionAbstractInrecentyears,theinfrastructureconstructionofOarcountryentersthefastigiuln,especiallythecoastalengineering.Mostofthesestructuresselect
2、concretestructureandtheservicelifeisgenerallyrequiredmorethan100years,includingpiercomponentsofsea-crossingbridgeandcolumnsoftheoffshoreplatformasthemostimportantmechanicalcomponents.necorrosionresistanceofthestructureisSOvitalthatthedurabilityofthestructureisputatahigherpo
3、sition.Prof.Teng,whoworksintheHongKongPolytechnicUniversity,hasrecentlyproposedHybridFRP·concrete-steeldouble-skinmbularcolumn(DSTC)whichisanewformofhybridcolumns.Inthispaper,theobjectofstudyisGFRP—concrete-steel-concretedouble·skintubularhybridcolumn(calledhybridcohlrnn).T
4、hehybridcolumnisformedbypouringconcreteimothemultipletubewhichisgeneratedonthebasisofDSTC.Fortheformofhybridcolumn,boththeconstraintofmultipletubeandthedurableperformanceoftheGFRPtubecarlbetakenfulladvantageof.Thetenhybridcolumnssubjectedtoaxialcompressiveloadingweretestedi
5、nthisarticle.Andthemajoreffectivefactors,suchasthethicknessofinterlayerconcrete,thespeciesofinterlayerconcrete(ordinaryconcrete,self-compactingconcrete,self-stressingandself-compactingconcrete)andtheloadingmethods,wereresearchedinthispaper.Conclusionsaredrawnasfollows:(1)Wh
6、atevertheloadingmethodsare,thehybridcolumnsareshowinggoodductility.Whiletheinterlayerthicknessislarger,theductilityofspecimenisbetter.Bythecomparisonofthreekindsofinterlayerconcrete,withthecomprehensiveconsiderationofthebearingcapacityandtheductility,theself-compactingconcr
7、eteisperferredtobeused.(2)Byanalyzingthecollaborativeperformanceofthehybridcolumnsundercoreloadingconditions,thesmallerinterlayerthicknessCanreflectthebettercollaborativeperformance.Theself-stressingandself-compactingconcreteissuperiortoothermaterials.Thereisnoobviousdiffer
8、encewitllthecomparisonofthehybridcolumnsunderfull—sectionalloadingcondition.(3)Int
此文档下载收益归作者所有