鋼絲網(wǎng)外噴高強(qiáng)砂漿加固柱數(shù)值仿真分析

1、西安理工大學(xué)碩士學(xué)位論文鋼絲網(wǎng)外噴高強(qiáng)砂漿加固柱數(shù)值仿真分析姓名：郭丹申請學(xué)位級別：碩士專業(yè)：結(jié)構(gòu)工程指導(dǎo)教師：簡政20070301西安理工大學(xué)碩士學(xué)位論文Tdle：NumericalSimulalionofcompositemorl甜laminatereinforcedw脅meshreinforc刪Major：glucIuleEngineeringName：guodanSlgnatum五之芭幺G硼叩嘿iIcII咖lamhl疵rd砸or

2、cedwiIIlmeshmk伍orccmcnlisal踟刪ofm岫lused缸the蜘蜘哆Ilcn面90fRC蚰l咖eThe自mⅡB0fom甲礎(chǔ)emolarhnhl疵minforccdwiIhmesh陀面旬f優(yōu)I餓=I吐面dudes山I∞pl∞髖Firstthesur￡acc0fme曲曰l垂b∞。dconcn匏memberismade咖出mdm即steeln塒l西唰∞山e咖曲∞ⅨTe把酬砌∞last∞mposjtcI∞衄js陀I出ed∞

3、iLUsmgnonela鰣cfiniteelementmcⅡlOd，鋤叩pIDIm齜emm硝婦Isimui曲gmedcliscslab姒blllcII刪，WdbmW鋤nkefiveparametermedrJ婦IlIIl懈ocmczc把，I砌smuttedmodel曲nll陸唱dtm柵ials0fbar皿d觚鰣bacThemodelisfidlyreedtocam／outthenumericalsifImIad佃test0fs呦刨嘲湖m

4、cmbc稻，幻眥刪rIldthe蜥ngplo潞刪忡，蛐懈哪澉刪呻pa咖of鋤虹andtIlcfinaldesm咖腳吶0玉0夥hisExmd抽徹憫wi吐ltIlc劂Ilg嘲Ⅱb，岫the側(cè)ng刪姆獅i伊od雒揮伽[1entwiIhⅡ的∞ala|刪bytl坼如mmhA伍咖diI嚼y’itisoncoffl杞卸眩蜘em既l“凼lo∞∞咖Ⅱtm朗鰣岫g皿ccIlan劬aIld卸妖庥r曲麟0f蚰即鯽腳叫m肌beI&Themoclcls、】l蛐fi

5、x：us冊tllBntma口icaisimulationofoolunmandOOI啪nwithd筒嘰l向批eslablishedresteOivelyandbyⅡ℃c0111華—鋤bctwcalthetwomoOeJsit∞嘲totheconclusionthatthecoltmmbch囂betterthanthecohmmwjtIldlamfcEAL∞byemb斟angthem蚰aicaIsimulationmodelswithv缸

6、j0噶it伽n岱tOthecvndusionthatthedimentionofthemesh肥缸I觸m衄tisOlinof山ccalbianlwhich踟UyinflucmonⅡlecohnm由即殍Ilin呂By恤缸恤Ⅱlc汕哪ary峨曲SIldl簽background，homeandabroadresearchcondifim，Themlx：hanismh町w面gthatthelaw蛐嘲19IIl醯gsys刪yofComt螨iteI

7、Ilonarlal【Iljh疵reinforcedwithmeshreinfotcememhashad。(1)Thecnhancememoftheaxialcompressionultimatebe曲gapacilyofcolumnreinforcedbymetalgauzeandcememmollarcanbe址扛ibI曲edmainlytOthesetwo自d06：thesectionofcolumnWaSenlargedto螂ex

8、tcntafterrcinforcedwtficflimpmvcditsbearingapacil弘汕蛐metalgauzerestrictedtheⅡ珊ls、，erSedeforma60nofthecolumngeneratedintheIo口Ungpfocess1nthisc蹴thecon眥oftheoolumnwassettobeinthreefa∞swainsm：andthen：saict／ageffectir℃憑as。dasl