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当前位置:首页 > 行业资料 > 国内外标准规范 > 风荷载作用下幕墙加劲肋槽型铝板内力和变形的数值模拟
11NumericalSimulationofInternalForceandDistortionCurtainWallChannelTypeAluminumPlateunderWindLoadChenCunlin1MaoHuonan1ChenHai2LiuZuoqiu2GuoJinji2(1、ZhongshanShengxingCo.,Ltd.Zhongshan528412,China;2、SchoolofEngineering,SunYat-senUniversityGuangzhou510275,China)Abstract:UsingtheANSYSsoftware,theinternalforceanddeformableoftheunittypeplatestructurewhicharecomposedofthechanneltypealuminumplateand5stiffeningribs(portaltypeframe)arenumericalsimulated.Thechangeofconnectionconstraintsbetweenstiffeningribandthealuminumplateisstudied.Thecomputationmodelisbuiltanditsinternalforceanddisplacementarecalculated.Finally,thepracticalapplicationisintroduced.Keywords:unittypecurtainwall;channeltypealuminumplate;stiffeningrib;constraintchange;internalforce;displacementGUANGDONGARCHITECTURECIVILENGINEERING201411JAN2014No.1、[1]。。55、、。。[2]555。5。1T6BANSYS[3]SHELL634。BEAM423、。、89Nmm252Nmm20.7×105MPa0.33。+4.43kPa。陈春林1毛伙南1陈海2刘祚秋2郭金基2(1、中山盛兴股份有限公司广东中山528412;2、中山大学工学院广州510275)采用ANSYS软件对单元板块由槽型铝板与5条加劲肋组成的单元板块的内力和变形进行数值模拟,研究加劲肋与槽型铝板连接约束改变,建立计算模型计算铝板的内力和位移,最后介绍其实际应用。单元式幕墙;槽型铝板;加劲肋;约束改变;内力;位移1652訵Z訳X訴Y42231訵Z訳X訴YJAN2014No.12014111。X、Y、Z。2。X0.2275mm。X3a17MPaY3b7.68MPaZ3c7.42MPa。2。44。12X、YZ12。X0.6291mm4。X5a75MPa117MPa4.3Y5b31.64MPa17.68MPa4XZ5c23.14MPa17.421MPa3.3。32X0.2043mmX3.46MPaY7.06MPaZ7.31MPa。[4]。817JAN2014No.1201411。。1042000mm0.3。。58、。⑴1100“”。⑵388.05m。⑶。⑷68。1SOMInc..T1T2R20132.R20133.J.201174.J.20124!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!1X17MPa5XY、Z。2X0.6291mm3X75MPa21Y31.64MPa4.5Z23.14MPa3.2。T6B。。。1.、G.19972.J.201243.ANSYSJ.200254.M.2006178
本文标题:风荷载作用下幕墙加劲肋槽型铝板内力和变形的数值模拟
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