《隧道及地下工程FLAC解析方法》 - 常识、建模、常用命令流及其(6)

2019-08-31 11:28

prop bulk=b_mod shear=s_mod print zone prop bulk print zone prop shear

2-7 控制循环

New def xxx

sum = 0 prod = 1

loop n (1,10) sum = sum + n prod = prod * n end_loop end xxx

print sum, prod new

gen zone brick p0 (0,0,0) p1 (-10,0,0) p2 (0,10,0) p3 (0,0,-10) model elas

plot set rotation 0 0 45 plot block group def install

pnt = zone_head

loop while pnt #null z_depth = -z_zcen(pnt)

y_mod = y_zero + cc * sqrt(z_depth)

z_prop(pnt, ’shear’) = y_mod / (2.0*(1.0+p_ratio)) z_prop(pnt, ’bulk’) = y_mod / (3.0*(1.0-2.0*p_ratio)) pnt = zone_next(pnt) end_loop end

set p_ratio=0.25 y_zero=1e7 cc=1e8 install

2-8 拆分命令行

new ;example of a sum of many things def long_sum

temp = v1 + v2 + v3 + v4 + v5 + v6 + v7 + v8 + v9 + v10 long_sum = temp + v11 + v12 + v13 + v14 + v15 end

2-9 变量类型

new

def haveone

aa = 2 bb = 3.4

cc = ’Have a nice day’ dd = aa * bb

ee = cc + ’, old chap’ end haveone print fish

2-10 IF条件语句

new def abc

if xx > 0 then abc = 1000 else

abc = -1000 end_if end

set xx = 10 print abc set xx = 0 print abc

2-11 索单元自动生成

new

gen zone brick size 10 3 5 plot set rotation 0 0 45 plot block group def place_cables

loop n (1,5)

z_d = float(n) - 0.5 command

sel cable beg 0.0,1.5,z_d end end_command end_loop end

place_cables

plot grid sel geom red

7.0,1.5,z_d nseg 7 new

gen zone brick size 10 3 5 plot set rotation 15 0 60 plot block group mod mohr

prop bulk 1e8 shear .3e8 fric 35 prop coh 1e3 tens 1e3 ini dens 1000 set grav 0,0,-10

fix x y z range z -.1 .1 fix y range y -.1 .1 fix y range y 2.9 3.1 fix x range x -.1 .1 fix x range x 9.9 10.1 set large hist unbal solve

save cab_str.sav

ini xdis 0 ydis 0 zdis 0 hist gp xdisp 0,1,5 def place_cables loop n (1,5)

z_d = 5.5 - float(n) z_t = z_d + 0.5 z_b = z_d - 0.5 command

free x range x -.1,.1 z z_b z_t solve

sel cable beg 0.0,0.5,z_d end 7.0,0.5,z_d nseg 7 sel cable beg 0.0,1.5,z_d end 7.0,1.5,z_d nseg 7 sel cable beg 0.0,2.5,z_d end 7.0,2.5,z_d nseg 7 sel cable prop emod 2e10 ytension 1e8 xcarea 1.0 & gr_k 2e10 gr_coh 1e10 gr_per 1.0 end_command end_loop end

place_cables save cab_end.sav

plot sketch sel cable force red

2-12圆形隧道开挖模拟计算

;建立模型

gen zon radcyl p0 0 0 0 p1 6 0 0 p2 0 1 0 p3 0 0 6 &

size 4 2 8 4 dim 3 3 3 3 rat 1 1 1 1.2 group outsiderock gen zone cshell p0 0 0 0 p1 3 0 0 p2 0 1 0 p3 0 0 3 &

size 1 2 8 4 dim 2.7 2.7 2.7 2.7 rat 1 1 1 1 group concretliner fill group insiderock gen zon reflect dip 90 dd 90 orig 0 0 0 gen zon reflect dip 0 dd 0 ori 0 0 0

gen zon brick p0 0 0 6 p1 6 0 6 p2 0 1 6 p3 0 0 13 size 4 2 6 group outsiderock1 gen zon brick p0 0 0 -12 p1 6 0 -12 p2 0 1 -12 p3 0 0 -6 size 4 2 5 group outsiderock2 gen zon brick p0 6 0 0 p1 21 0 0 p2 6 1 0 p3 6 0 6 size 10 2 4 group outsiderock3 gen zon reflect dip 0 dd 0 orig 0 0 0 range group outsiderock3

gen zon brick p0 6 0 6 p1 21 0 6 p2 6 1 6 p3 6 0 13 size 10 2 6 group outsiderock4

gen zon brick p0 6 0 -12 p1 21 0 -12 p2 6 1 -12 p3 6 0 -6 size 10 2 5 group outsiderock5 gen zon reflect dip 90 dd 90 orig 0 0 0 range x -0.1 6.1 z 6.1 13.1 gen zon reflect dip 90 dd 90 orig 0 0 0 range x -0.1 6.1 z -6.1 -12.1 gen zon reflect dip 90 dd 90 orig 0 0 0 range x 6.1 21.1 z -12.1 13.1 ;绘制模型图 plot block group plot add axes red

;plot set rotation 0 0 45 用于显示三维模型 ;设置重力

set gravity 0 0 -10 ;给定边界条件

fix z range z -12.01,-11.99 fix x range x -21.01,-20.99 fix x range x 20.99,21.01 fix y range y -0.01 0.01 fix y range y 0.99,1.01 ;求解自重应力场 model mohr

ini density 1800 ;围岩的密度

prop bulk=1.47e8 shear=5.6e7 fric=20 coh=5.0e4 tension=1.0e4 ;体积、剪切、摩擦角、凝聚力、抗拉强度

set mech ratio=1e-4 solve

save Gravsol.sav plot cont zdisp outl on plot cont szz ;毛洞开挖计算

initial xdisp=0 ydisp=0 zdisp=0

model null range group insiderock any group concretliner any plot block group plot add axes red set mech ratio=5e-4 solve

save Kaiwsol.sav plot cont zdisp plot cont sdisp plot cont szz plot cont xzz ;模筑衬砌计算

model elas range group concretliner any plot block group plot add axes red

ini density 2500 range group concretliner any ;衬砌混凝土的密度

prop bulk=16.67e9,shear=12.5e9 range group concretliner any ;衬砌混凝土的体积弹模、剪切弹模

set mech ratio=1e-4 solve

save zhihusol.sav plot cont zdisp plot cont sdisp plot cont szz plot cont xzz ;完成计算分析

第四章 命令流按照顺序进行

4-1数组

new

def afill ;fill matrix with random numbers array var(4,3)

loop m (1,4) loop n (1,3)

var(m,n) = urand endloop endloop end

def ashow ;display contents of matrix

loop m (1,4) hed = ’ ’

msg = ’ ’+string(m) loop n (1,3)

hed = hed + ’ ’+string(n)

msg = msg + ’ ’+string(var(m,n)) endloop if m = 1

dum = out(hed)


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