斜拉橋ansys建模-展示頁
2025-07-05 18:01本頁面
【正文】 m_croSSbeam,enum_croSSbeam,enum_croSSbeam,lmesh,all*enddoallsel,alldk,kp_numthree,all,dk,kp_numthree+100,all,dk,kp_numfour,all,dk,3001,all,dk,3002,all,dk,kp_numfive,uy,/soluantype,0acel,10allssolvefinisav。,39。,39。斜拉橋ansys建模/,new model of linjiang cable_stayed bridge,/prep7/title, cable_stayed bridge,author is Sunhang/,define the keypoints*set,alfa1,10 !angle of tower upside*set,alfa2,65 !angle of tower downside*set,alfa3, !angle of tower with bridge surface*set,y1, !橋塔頂面到原點的距離*set,y2, !橋塔中部的Y軸向長度*set,pi,*set,x3,y2/tan(alfa2*pi/180) !橋塔中部的X軸向長度*set,x2,(y1y2)*tan(alfa1*pi/180) !橋塔上部的X軸向長度*set,x1,x2+x3 !橋塔的X軸向長度 *set,kp_yy1,0 !定義橋塔上部的索錨固點豎向距離（從塔頂算起）*set,kp_yy2, *set,kp_yy3,*set,kp_yy4,*set,kp_yy5,*set,kp_yy6,*set,kp_yy7,*set,kp_yy8,*set,kp_yy9,*set,kp_yy10,*set,kp_yy11,*set,kp_yy12,*set,kp_yy13,*set,kp_yy14,*set,kp_yy15,k,1,x1,y1,k,6,x1+kp_yy2*tan(alfa1*pi/180),y1kp_yy2k,8,x1+kp_yy3*tan(alfa1*pi/180),y1kp_yy3k,10,x1+kp_yy4*tan(alfa1*pi/180),y1kp_yy4k,12,x1+kp_yy5*tan(alfa1*pi/180),y1kp_yy5k,14,x1+kp_yy6*tan(alfa1*pi/180),y1kp_yy6k,16,x1+kp_yy7*tan(alfa1*pi/180),y1kp_yy7k,18,x1+kp_yy8*tan(alfa1*pi/180),y1kp_yy8k,20,x1+kp_yy9*tan(alfa1*pi/180),y1kp_yy9k,22,x1+kp_yy10*tan(alfa1*pi/180),y1kp_yy10k,24,x1+kp_yy11*tan(alfa1*pi/180),y1kp_yy11k,26,x1+kp_yy12*tan(alfa1*pi/180),y1kp_yy12k,28,x1+kp_yy13*tan(alfa1*pi/180),y1kp_yy13k,30,x1+kp_yy14*tan(alfa1*pi/180),y1kp_yy14k,38,x1+kp_yy15*tan(alfa1*pi/180),y1kp_yy15kfill,1,6 !在已建關(guān)鍵點內(nèi)內(nèi)插關(guān)鍵點kfill,6,8kfill,8,10kfill,10,12kfill,12,14kfill,14,16kfill,16,18kfill,18,20kfill,20,22kfill,22,24kfill,24,26kfill,26,28kfill,28,30kfill,30,38*set,kp_numone,38!定義橋塔上部的最后一個關(guān)鍵點號/,define and mesh the above part of tower*d
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