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1、ANSYS分析钢筋混凝土桥塔本文件是同济大学老农同志计算成桥3年后恒荷载+活荷载工况1作用下的结构,推荐给大家：/prep7!--------------------------------------------------------------ET,1,SOLID187!定义单元类型,采用10节点四面体单元!混凝土C40MP,EX,1,3.25e4MP,NUXY,1,0.2MP,DENS,1,2.5e-6!钢材MP,EX,2,2.06e5MP,NUXY,2,0.3MP,DENS,2,7.85e-6!---------------------------------------
2、-----------------------!下面开始实体建模!--------------------------------------------------------------!桩承台k,1,0,0,0k,2,11000,0,0k,3,11000,3500,0k,4,0,3500,0k,5,0,0,2000k,6,11000,0,2000k,7,11000,3500,2000k,8,0,3500,2000V,1,2,3,4,5,6,7,8k,15,1000,0,3000k,16,10000,0,3000k,17,10000,2500,3000k,18,1000,250
3、0,3000V,5,6,7,8,15,16,17,18k,21,3200,0,3000k,22,6850,0,3000k,23,6850,0,10920k,24,3200,0,10920k,25,3200,1500,3000k,26,6850,1500,3000k,27,6850,1100,10920k,28,3200,1100,10920V,21,22,23,24,25,26,27,28!--------------------------------------------------------------!主杆牛腿以下部分k,31,4200,0,3000k,32,4200,
4、0,9120k,33,4200,1500,9120k,34,4200,1500,3000A,31,32,33,34k,35,3200,0,10320k,36,3200,1500,10320A,32,33,36,35k,41,5592,0,6220k,42,5200,0,10920k,43,5592,1500,6200k,44,5200,1500,10920A,41,42,44,43k,45,6850,0,5065k,46,6850,1500,5065L,45,46LARC,41,45,23,1260,LARC,43,46,27,1260,AL,43,45,44,46ASEL,,,,
5、18,21VSBA,3,allALLSEL,ALLVDELE,4VDELE,5NUMCMP,VOLU!--------------------------------------------------------------!主杆牛腿以上部分k,51,4200,0,10920k,52,5200,0,10920k,53,5200,0,26600k,54,4200,0,26600k,55,4200,1100,10920k,56,5200,1100,10920k,57,5200,1100,26600k,58,4200,1100,26600V,51,52,53,54,55,56,57,5
6、8!--------------------------------------------------------------!附杆牛腿以上部分k,61,5200,0,10920k,62,9050,0,10920k,63,9050,0,28000k,64,5200,0,28000k,65,5200,400,10920k,66,9050,400,10920k,67,9050,400,28000k,68,5200,400,28000V,61,62,63,64,65,66,67,68k,69,5700,0,28000k,70,5700,400,28000L,69,70k,71,6798
7、.82,0,25000k,72,6798.82,400,25000L,71,72LARC,69,71,61,45566,LARC,70,72,65,45566,AL,79,81,80,82k,73,8122.9,0,20000k,74,8122.9,400,20000L,73,74LARC,71,73,61,45566,LARC,72,74,65,45566,AL,80,84,83,85k,75,8861.8,0,15000k,76,8861.8,400,15000L
