用flac3d模擬基坑開挖(共12頁)

1、精選優(yōu)質(zhì)文檔-傾情為你奉上new;網(wǎng)格建立;gen zone brick p0 90 0 -30 p1 202 0 -30 p2 90 4 -30 p3 90 0 0 size 112 4 30 ratio 1 1 1gen zone brick p0 90 0 -30 p1 90 0 0 p2 90 4 -30 p3 0 0 -30 size 30 4 25 ratio 1 1 1.1gen zone brick p0 90 0 -30 p1 0 0 -30 p2 90 4 -30 p3 90 0 -75 size 25 4 18 ratio 1.1 1 1.1gen zone brick

2、p0 90 0 -30 p1 90 0 -75 p2 90 4 -30 p3 202 0 -30 size 18 4 112 ratio 1.1 1 1gen zone brick p0 202 0 -30 p1 292 0 -30 p2 202 4 -30 p3 202 0 0 size 25 4 30 ratio 1.1 1 1gen zone brick p0 202 0 -30 p1 202 0 -75 p2 202 4 -30 p3 292 0 -30 size 18 4 25 ratio 1.1 1 1.1;分組;group 1 range x 90 110 y 0 4 z -30

3、 0group 1 range x 180 202 y 0 4 z -30 0group 2 range group 1 not;建立連續(xù)墻單元;gen separate 1gen merge 1e-4 range x 90 110 y 0 4 z -30.1 -29.9gen merge 1e-4 range x 180 202 y 0 4 z -30.1 -29.9attach face range x 89.99 90.01 y 0.0 4.0 z -29.9 0attach face range x 109.99 110.01 y 0.0 4.0 z -29.9 0attach fac

4、e range x 179.99 180.01 y 0.0 4.0 z -29.9 0attach face range x 201.99 202.01 y 0.0 4.0 z -29.9 0sel liner id 1 crossdiag group 2 range x 89.9 90.1 y -0.1 4.1 z -30.1 0.1sel liner id 2 crossdiag group 2 range x 109.9 110.1 y -0.1 4.1 z -30.1 0.1sel liner id 3 crossdiag group 2 range x 179.9 180.1 y -

5、0.1 4.1 z -30.1 0.1sel liner id 4 crossdiag group 2 range x 201.9 202.1 y -0.1 4.1 z -30.1 0.1sel liner id 1 prop isotropic (2.0e10, 0.20) thickness 0.8 density 2.5e3 & cs_nk=4e9 cs_sk=4e9 & cs_ncut=4e7 cs_scoh=4e7 cs_scohres=0 cs_sfric=20.0 & range x 89.9 90.1 y -0.1 4.1 z -30.1 0.1sel liner id 2 p

6、rop isotropic (2.0e10, 0.20) thickness 0.8 density 2.5e3 & cs_nk=4e9 cs_sk=4e9 & cs_ncut=4e7 cs_scoh=4e7 cs_scohres=0 cs_sfric=20.0 & range x 109.9 110.1 y -0.1 4.1 z -30.1 0.1sel liner id 3 prop isotropic (2.0e10, 0.20) thickness 0.8 density 2.5e3 & cs_nk=4e9 cs_sk=4e9 & cs_ncut=4e7 cs_scoh=4e7 cs_

7、scohres=0 cs_sfric=20.0 & range x 179.9 180.1 y -0.1 4.1 z -30.1 0.1sel liner id 4 prop isotropic (2.0e10, 0.20) thickness 0.8 density 2.5e3 & cs_nk=4e9 cs_sk=4e9 & cs_ncut=4e7 cs_scoh=4e7 cs_scohres=0 cs_sfric=20.0 & range x 201.9 202.1 y -0.1 4.1 z -30.1 0.1;定義支撐結(jié)構(gòu);def struct_install1 loop i(1,3)

8、structx_zz=-1.0*5.0*(i-1) structx_xx0=90.0 structx_xx1=110.0 structx_yy=2.0 command sel beam id=2 begin (structx_xx0,structx_yy,structx_zz) end (structx_xx1,structx_yy,structx_zz) nseg=10 sel beam id=2 prop dens=0.000 emod=1.0e-6 nu=0.2 & xcarea=0.80 xcj=10.94e-2 xciy=6.67e-2 xciz=4.27e-2 ydirection

9、=(0 0 -1) ;1000x800 endcommand endloopendstruct_install1def struct_install2 loop i(1,3) structx_zz=-1.0*5.0*(i-1) structx_xx0=180.0 structx_xx1=202.0 structx_yy=2.0 command sel beam id=3 begin (structx_xx0,structx_yy,structx_zz) end (structx_xx1,structx_yy,structx_zz) nseg=11 sel beam id=3 prop dens

10、=0.000 emod=1.0e-6 nu=0.2 & xcarea=0.80 xcj=10.94e-2 xciy=6.67e-2 xciz=4.27e-2 ydirection=(0 0 -1) ;1000x800 endcommand endloopendstruct_install2;建立結(jié)構(gòu)單元分組;sel group linerwall range sel linersel group struct1 range sel beam x (90.0 110.0) z (-0.1 0.1) sel group struct2 range sel beam x (90.0 110.0) z

11、 (-5.1 -4.9)sel group struct3 range sel beam x (90.0 110.0) z (-10.1 -9.9)sel group struct4 range sel beam x (180.0 202.0) z (-0.1 0.1)sel group struct5 range sel beam x (180.0 202.0) z (-5.1 -4.9) sel group struct6 range sel beam x (180.0 202.0) z (-10.1 -9.9);刪除beam單元的linksel dele link range sel b

12、eam z (-30 0);建立liner間的節(jié)點(diǎn)間的剛性linkdef merge_link0node_num=0node_pnt0 = nd_headloop while node_pnt0 # null;尋找總節(jié)點(diǎn)數(shù)，注：不能自己任生成node，程序缺省的方式為連續(xù)生成無不連續(xù)node_num = node_num+1node_pnt0 = nd_next(node_pnt0)endloopnode_num_minus1 = node_num-1link_id=30000loop ii (1,node_num_minus1)node_pnt1 = nd_find(ii)xxa = nd_

13、pos(node_pnt1,2,1)yya = nd_pos(node_pnt1,2,2)zza = nd_pos(node_pnt1,2,3)ii_plus1 = ii+1 loop jj (ii_plus1,node_num)node_pnt2 = nd_find(jj)xxb = nd_pos(node_pnt2,2,1)yyb = nd_pos(node_pnt2,2,2)zzb = nd_pos(node_pnt2,2,3)node_dist = sqrt(xxa-xxb)2+(yya-yyb)2+(zza-zzb)2)dist_tol = 1e-1if node_dist = di

14、st_tol then link_pnt1 = nd_link(node_pnt1)link_pnt2 = nd_link(node_pnt2);if link_pnt1 # null then;temp1 = lk_delete(link_pnt1);endifif link_pnt2 # null thentemp2 = lk_delete(link_pnt2)endiflink_id = link_id+1command ;生成新link(6自由度全固結(jié)),大的node的id作為target node,小的node的id作為source node，需注意不同情況下的靈活調(diào)整 sel se

15、t link node_tol=dist_tol sel link id=link_id jj target = node tgt_num =ii;指定link的ID ;sel link ii target = node tgt_num = jj ;不指定link的id，自動(dòng)生成 sel link attach xdir=rigid ydir=rigid zdir=rigid xrdir=rigid yrdir=rigid zrdir=rigid range id=link_id endcommand endif endloop endloopendmerge_link0;設(shè)置土層材料參數(shù);d

16、ef b_s_mod b_mod =e_mod/(3.0*(1.0-2.0*p_ratio) s_mod =e_mod/(2.0*(1.0+p_ratio) endmodel elasticset e_mod 100e6set p_ratio 0.3b_s_modprop bu=b_mod sh=s_mod ini dens 1800 range z -75 0def ini_szz szz0=0 szzgrad=1800*10 command ini szz add szz0 grad 0 0 szzgrad range z -75 0 endcommandendini_szzdef ini

17、_sxx_syy pnt=zone_head loop while pnt # null val=k0*z_szz(pnt) z_sxx(pnt)=val z_syy(pnt)=val pnt=z_next(pnt) endloopendset k0=0.50ini_sxx_syy;定義邊界處的結(jié)構(gòu)邊界條件;cyc 0sel node local xdir=(0,1,0) ydir=(0,0,1) range x 89.9 90.1 y -0.1 4.1 z -30.1 0.1sel node local xdir=(0,1,0) ydir=(0,0,-1) range x 109.9 110

18、.1 y -0.1 4.1 z -30.1 0.1sel node local xdir=(0,1,0) ydir=(0,0,1) range x 179.9 180.1 y -0.1 4.1 z -30.1 0.1sel node local xdir=(0,1,0) ydir=(0,0,-1) range x 201.9 202.1 y -0.1 4.1 z -30.1 0.1sel node fix lsys range x 89.9 90.1 y -0.1 0.1 z -30.1 0.1sel node fix lsys range x 89.9 90.1 y 3.9 4.1 z -3

19、0.1 0.1sel node fix lsys range x 109.9 110.1 y -0.1 0.1 z -30.1 0.1sel node fix lsys range x 109.9 110.1 y 3.9 4.1 z -30.1 0.1sel node fix lsys range x 179.9 180.1 y -0.1 0.1 z -30.1 0.1sel node fix lsys range x 179.9 180.1 y 3.9 4.1 z -30.1 0.1sel node fix lsys range x 201.9 202.1 y -0.1 0.1 z -30.

20、1 0.1sel node fix lsys range x 201.9 202.1 y 3.9 4.1 z -30.1 0.1sel node fix x yr zr range x 89.9 90.1 y -0.1 0.1 z -30.1 0.1sel node fix x yr zr range x 89.9 90.1 y 3.9 4.1 z -30.1 0.1sel node fix x yr zr range x 109.9 110.1 y -0.1 0.1 z -30.1 0.1sel node fix x yr zr range x 109.9 110.1 y 3.9 4.1 z

21、 -30.1 0.1sel node fix x yr zr range x 179.9 180.1 y -0.1 0.1 z -30.1 0.1sel node fix x yr zr range x 179.9 180.1 y 3.9 4.1 z -30.1 0.1sel node fix x yr zr range x 201.9 202.1 y -0.1 0.1 z -30.1 0.1sel node fix x yr zr range x 201.9 202.1 y 3.9 4.1 z -30.1 0.1sel node fix y range x 89.9 90.1 y 0.0 4

22、.0 z -0.1 0.1sel node fix y range x 109.9 110.1 y 0.0 4.0 z -0.1 0.1sel node fix y range x 179.9 180.1 y 0.0 4.0 z -0.1 0.1sel node fix y range x 201.9 202.1 y 0.0 4.0 z -0.1 0.1;set plot meta;plot set rot 20 0 30 ba wh color=on cent=(10 20 0) mag=3.81;set outp node_local_sys.wmf;plot add sel geom b

23、lack red link=off node=off id=off shrink=0 scale=0.03 nodesys=on range group linerwall any group struct1 any;pl ha;固定邊界條件;fix x range x -0.1 0.1fix x range x 291.9 292.1fix y range y -0.1 0.1fix y range y 3.9 4.1fix x y z range z -75.1 -74.9set grav 0,0,-10solvesave elas.sav;刪除側(cè)面內(nèi)外土體間的連接約束;attach de

24、lete range x 89.99 90.01 y 0.0 4.0 z -29.9 0attach delete range x 109.99 110.01 y 0.0 4.0 z -29.9 0attach delete range x 179.99 180.01 y 0.0 4.0 z -29.9 0attach delete range x 201.99 202.01 y 0.0 4.0 z -29.9 0;在墻內(nèi)土體的外側(cè)建立接觸面;interface 1 face range group 1 x 89.99 90.01 y 0.0 4.0 z -29.9 0interface 2

25、face range group 1 x 109.99 110.01 y 0.0 4.0 z -29.9 0interface 3 face range group 1 x 179.99 180.01 y 0.0 4.0 z -29.9 0interface 4 face range group 1 x 201.99 202.01 y 0.0 4.0 z -29.9 0interface 1 prop kn=4e8 ks=4e8 tens=5e3 coh=0.0 fric=20 ;接觸面參數(shù)interface 2 prop kn=4e8 ks=4e8 tens=5e3 coh=0.0 fric

26、=20 ;接觸面參數(shù)interface 3 prop kn=4e8 ks=4e8 tens=5e3 coh=0.0 fric=20 ;接觸面參數(shù)interface 4 prop kn=4e8 ks=4e8 tens=5e3 coh=0.0 fric=20 ;接觸面參數(shù)interface 1 maxedge=1interface 2 maxedge=1interface 3 maxedge=1interface 4 maxedge=1;interface 1 prop kn=4e8 ks=4e8 tens=1e10 sbratio=100;plot set ba wh;pl ske interf

27、ace red blue attach cyan green;set outp interface_attachment.wmf;pl ha;重新定義連續(xù)墻參數(shù);sel liner id 1 prop isotropic (2.0e10, 0.20) & cs_nk=4e9 cs_sk=4e9 & cs_scoh=4e7 cs_scohres=0.0 cs_sfric=0.0 range x 89.9 90.1 y -0.1 4.1 z -30.1 0.1sel liner id 2 prop isotropic (2.0e10, 0.20) & cs_nk=4e9 cs_sk=4e9 & c

28、s_scoh=4e7 cs_scohres=0.0 cs_sfric=0.0 range x 109.9 110.1 y -0.1 4.1 z -30.1 0.1sel liner id 3 prop isotropic (2.0e10, 0.20) & cs_nk=4e9 cs_sk=4e9 & cs_scoh=4e7 cs_scohres=0.0 cs_sfric=0.0 range x 179.9 180.1 y -0.1 4.1 z -30.1 0.1sel liner id 4 prop isotropic (2.0e10, 0.20) & cs_nk=4e9 cs_sk=4e9 &

29、 cs_scoh=4e7 cs_scohres=0.0 cs_sfric=0.0 range x 201.9 202.1 y -0.1 4.1 z -30.1 0.1;重新定義墻底約束條件;def redef_wall_end_link1node_pnt = nd_headlink_id=loop while node_pnt # nullnode_id = nd_id(node_pnt)xx = nd_pos(node_pnt,2,1)yy = nd_pos(node_pnt,2,2)zz = nd_pos(node_pnt,2,3)link_pnt = nd_link(node_pnt)d

30、ist_x = sqrt(xx-90.0)2+(zz+30.0)2)if dist_x =dist_tol then if link_pnt # null thentemp1 = lk_delete(link_pnt)link_id = link_id+1command sel set link node_tol = dist_tol sel link id=link_id node_id target zone sel link attach xdir=rigid ydir=rigid zdir=rigid xrdir=free yrdir=free zrdir=free range id=

31、link_idendcommand endifendifnode_pnt = nd_next(node_pnt)endloopendredef_wall_end_link1def redef_wall_end_link2node_pnt = nd_headlink_id=loop while node_pnt # nullnode_id = nd_id(node_pnt)xx = nd_pos(node_pnt,2,1)yy = nd_pos(node_pnt,2,2)zz = nd_pos(node_pnt,2,3)link_pnt = nd_link(node_pnt)dist_x = s

32、qrt(xx-110.0)2+(zz+30.0)2)dist_tol = 1e-1if dist_x =dist_tol then if link_pnt # null then if yy 85.0temp1 = lk_delete(link_pnt)link_id = link_id+1command sel set link node_tol = dist_tol sel link id=link_id node_id target zone sel link attach xdir=rigid ydir=rigid zdir=rigid xrdir=free yrdir=free zr

33、dir=free range id=link_idendcommand endif endifendifnode_pnt = nd_next(node_pnt)endloopendredef_wall_end_link2def redef_wall_end_link3node_pnt = nd_headlink_id=loop while node_pnt # nullnode_id = nd_id(node_pnt)xx = nd_pos(node_pnt,2,1)yy = nd_pos(node_pnt,2,2)zz = nd_pos(node_pnt,2,3)link_pnt = nd_

34、link(node_pnt)dist_x = sqrt(xx-180.0)2+(zz+30.0)2)dist_tol = 1e-1if dist_x =dist_tol then if link_pnt # null thentemp1 = lk_delete(link_pnt)link_id = link_id+1command sel set link node_tol = dist_tol sel link id=link_id node_id target zone sel link attach xdir=rigid ydir=rigid zdir=rigid xrdir=free

35、yrdir=free zrdir=free range id=link_idendcommand endifendifnode_pnt = nd_next(node_pnt)endloopendredef_wall_end_link3def redef_wall_end_link4node_pnt = nd_headlink_id=loop while node_pnt # nullnode_id = nd_id(node_pnt)xx = nd_pos(node_pnt,2,1)yy = nd_pos(node_pnt,2,2)zz = nd_pos(node_pnt,2,3)link_pn

36、t = nd_link(node_pnt)dist_x = sqrt(xx-202.0)2+(zz+30.0)2)dist_tol = 1e-1if dist_x =dist_tol then if link_pnt # null thentemp1 = lk_delete(link_pnt)link_id = link_id+1command sel set link node_tol = dist_tol sel link id=link_id node_id target zone sel link attach xdir=rigid ydir=rigid zdir=rigid xrdir=free yrdir=free zrdir=free range id=link_idendcommand endifendifnode_pnt = nd_next(node_pnt)endloopendredef_wall_end_link4;劍橋模型;model cam-clay;cam-clay模型則不需定義彈性模量(E、G、K)等參數(shù)，自動(dòng)計(jì)算;cam-clay模型中需確定8個(gè)模型參數(shù)(-)，手冊property中的初始比體積cv(v0)和shear無