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ID:33012776
大小:3.11 MB
页数:94页
时间:2019-02-19
《受冲切破坏四桩承台的压杆模型》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、声明小人郑重声l刿:本论文是在导,Jiljf内指导下,独立进行研究工作所取得的成粜,撰写成博二}j/硕二L学位论文:受盐趔篮坯幽蛙巫鱼艘匿挂撞)魁”。除论文巾已经注明引用的内容外,对沦文的研究做出重要贡献的个人和集体。均已在文中以明确方式标明。本论文中不包含任何未加l
2、J{确注I埘的其他个人或集体已经公开发表或未公开发表的成果。水声叫的法律责仃由本人承担。ACKNOWl.EDGEMENTSWOtddliketoacknowledgelheassis[allCeandcontributionsofmysupravismProESuXiaozuforheg
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5、LI%恭两垤;i酯VChapter1INTRODUCTION1.1DEsCRIPTIoNoFTHEPRoBLEMInthepastpilecapshavebeendesignedsimilartoreinforcedtwo-wayslabsaspervariousdesigncodes.Flexuraldeformationsinlightlyreinforcedtwo-wayslabsleadtotheirductility.Previousexperimentalobservationshaveactuallyshownthatpilecapsbe
6、haveverydifferently.Theydeformverylittlepriortofailurehencekeepingtheloaddistributiontotherespectivepilesmoreorlessconstant.Asaresult,pilecapsdonothavethenecessaryflexibilitytoinsureuniformityofpileloadsatfailure.Pilecapsalsodonotbehaveaswidebeams.Onlyaconcentratedzoneofconcrete
7、abovethepilesresistssignificantload.Further,planesectionsdonotremainplaneinpilecapsnordoesitremainplaneinanyotherpunchingshearpronesectionssuchasthejoinksbetweencolumnsandslabs.Strutaction,notbeamaction,isthepredominantmechanismofshearresistanceinpilecaps.Thusstrut-and·tiemodels
8、moreaccuratelyrepresentthebehaviorofdeeppilecaps.Forexample,strut-and—tiemodelscorrectlysuggestthattheloadatwhichali#tlyreinforcedpilecapfailsintwo-waysheardependsonthequantityofIon百tudinalreinforcement.FlexuraldesignCanbebestaccomplishedusingasimplestrut—and—tiemodelofwhichitha
9、sbeenprovedexperimentallythatthelongitudinalrei
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