第9章地鐵盾構(gòu)隧道管片結(jié)構(gòu)設(shè)計(jì)力學(xué)分析資料(編輯修改稿)
2025-02-09 15:48 本頁面
【文章內(nèi)容簡介】 0f, 33 ,fy, 1170f, 34 ,fx, 0f, 35 ,fx, f, 36 ,fx, 5790f, 37 ,fx, f, 38 ,fx, 10155f, 39 ,fx, f, 28 ,fx, !以上為底部標(biāo)準(zhǔn)塊上施加X方向節(jié)點(diǎn)力f, 41 ,fx, 15825f, 42 ,fx, 17385f, 43 ,fx, 18765f, 44 ,fx, 19935f, 45 ,fx, f, 46 ,fx, f, 47 ,fx, 22098f, 48 ,fx, f, 49 ,fx, f, 50 ,fx, 22098f, 51 ,fx, f, 40 ,fx, !以上為在右標(biāo)準(zhǔn)塊上施加X方向節(jié)點(diǎn)力f, 52 ,fx, 19935f, 53 ,fx, 18765f, 54 ,fx, 17385f, 55 ,fx, 15825f, 56 ,fx, f, 57 ,fx, f, 58 ,fx, 10155f, 59 ,fx, f, 60 ,fx, 5790 !以上為在右鄰接塊上施加X方向節(jié)點(diǎn)力f, 1 ,fy, !在節(jié)點(diǎn)上施加Y方向節(jié)點(diǎn)力f, 3 ,fy, f, 4 ,fy, f, 5 ,fy, f, 2 ,fy, 34578 !以上為在拱頂管片(封頂塊)上施加Y方向節(jié)點(diǎn)力f, 7 ,fy, 33426f, 8 ,fy, 31896f, 9 ,fy, 30024f, 10 ,fy, 27816f, 11 ,fy, 25308f, 12 ,fy, 22536f, 13 ,fy, 19500f, 14 ,fy, 16248f, 15 ,fy, 12828f, 6 ,fy, 9264 !以上為在左鄰接塊上施加Y方向節(jié)點(diǎn)力f, 17 ,fy, 5604f, 18 ,fy, 1872f, 19 ,fy, 0f, 20 ,fy, 5604f, 21 ,fy, 9264f, 22 ,fy, 12828f, 23 ,fy, 16248f, 24 ,fy, 19500f, 25 ,fy, 22524f, 26 ,fy, 25320f, 27 ,fy, 27816f, 16 ,fy, 30024 !以上為在左標(biāo)準(zhǔn)塊上施加Y方向節(jié)點(diǎn)力f, 29 ,fy, 31896f, 30 ,fy, f, 31 ,fy, f, 32 ,fy, f, 33 ,fy, f, 34 ,fy, f, 35 ,fy, f, 36 ,fy, f, 37 ,fy, f, 38 ,fy, 31896f, 39 ,fy, 30024f, 28 ,fy, 27816 !以上為底部標(biāo)準(zhǔn)塊上施加Y方向節(jié)點(diǎn)力f, 41 ,fy, 25320f, 42 ,fy, 22524f, 43 ,fy, 19500f, 44 ,fy, 16248f, 45 ,fy, 12828f, 46 ,fy, 9264f, 47 ,fy, 5604f, 48 ,fy, 1872f, 49 ,fy, 0f, 50 ,fy, 5604f, 51 ,fy, 9264f, 40 ,fy, 12828 !以上為在右標(biāo)準(zhǔn)塊上施加Y方向節(jié)點(diǎn)力f, 52 ,fy, 16248f, 53 ,fy, 19500f, 54 ,fy, 22536f, 55 ,fy, 25308f, 56 ,fy, 27816f, 57 ,fy, 30024f, 58 ,fy, 31896f, 59 ,fy, 33426f, 60 ,fy, 34578 !以上為在右鄰接塊上施加Y方向節(jié)點(diǎn)力2． 求解(1)求解前設(shè)置?NROPT,FULL, , !采用全牛頓拉普森法進(jìn)行求解Allsel !選擇所有內(nèi)容Outres,all,all !輸出所有內(nèi)容D,4, ,0, , 34, 30,UX, , , , , !在節(jié)點(diǎn)4,34上施加水平位移約束D,19, ,0, , 49, 30,UY, , , , , !在節(jié)點(diǎn)49,19上施加豎向位移約束(2)求解?Solve !求解計(jì)算Finish !求解結(jié)束返回Main Menu 主菜單SAVE !保存數(shù)據(jù) 后處理1． 初次查看內(nèi)力和變形結(jié)果(1)繪制變形圖,如圖912所示?路徑為:General Postproc Plot Results Deformed S
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