33
34
35
36#include "implicit_f.inc"
37#include "comlock.inc"
38
39
40
41#include "mvsiz_p.inc"
42
43
44
45#include "param_c.inc"
46#include "com08_c.inc"
47#include "units_c.inc"
48#include "scr17_c.inc"
49
50
51
52 INTEGER, INTENT(IN) ::
53 INTEGER MAT(MVSIZ),MGM(MVSIZ),NGL(MVSIZ)
55 . pm(npropm,*),geo(npropg,*),off(*),
for(*),eint(*),
56 .
area(*),al0(*),pla(*),sti(*),eps(mvsiz),al(mvsiz)
57
58
59
60 INTEGER ICC(MVSIZ)
61 INTEGER I,J
63 . ym(mvsiz),gap(mvsiz),
64 . ca(mvsiz),cb(mvsiz),cn(mvsiz),
ymax(mvsiz),
65 . epmx(mvsiz),yld(mvsiz),ff(mvsiz),hh(mvsiz),
66 . aa(mvsiz),pr(mvsiz),yma
67
68
69
71 . cvmgt
72
73 DO i=1,nel
74 ym(i) =pm(20,mat(i))
75 pr(i) =pm(21,mat(i))
76 ca(i) =pm(38,mat(i))
77 cb(i) =pm(39,mat(i))
78 cn(i) =pm(40,mat(i))
79 epmx(i)=pm(41,mat(i))
81 icc(i) =nint(pm(49,mat(i)))
82 gap(i) =geo(2,mgm(i))
83 ENDDO
84
85 DO i=1,nel
86 IF (gap(i) > zero .AND. al(i) <= (al0(i)-gap(i))) off(i)=one
87 ENDDO
88
89 DO i=1,nel
90 eint(i)=eint(i)+
for(i)*eps(i)*al(i)*dt1*half
91 ENDDO
92
93 DO i=1,nel
94 area(i)=
area(i)*(one - two*pr(i)*eps(i)*dt1*off(i))
95 ENDDO
96
97 DO i=1,nel
99 for(i)=
for(i)+yma*eps(i)*dt1
100 sti(i)=yma / al(i)
101 ENDDO
102
103 DO i=1,nel
104 yld(i)=ca(i)+cb(i)*pla(i)**cn(i)
105 ENDDO
106
107
108
109 DO i=1,nel
110 IF (cn(i) == one) THEN
111 hh(i)= cb(i)
112 ELSE
113 IF (pla(i) /= zero) THEN
114 hh(i)= cb(i)*cn(i)/pla(i)**(one -cn(i))
115 ELSE
116 hh(i)=zero
117 ENDIF
118 ENDIF
119 ENDDO
120
121 DO i=1,nel
122 aa(i) = (ym(i)+hh(i))*
area(i)
124 ff(i) = abs(
for(i))-yld(i)*
area(i)
125 ff(i) =
max(zero,ff(i))
126 ENDDO
127
128 DO i=1,nel
129 pla(i)=pla(i)+ff(i)/aa(i)
130 ENDDO
131
132 DO i=1,nel
133 for(i)=cvmgt(sign(yld(i)*
area(i),
for(i)),
for(i),ff(i) > zero)
134 ENDDO
135
136
137
138 DO i=1,nel
139 IF (off(i) < em01) off(i)=zero
140 IF (off(i) < one) off(i)=off(i)*four_over_5
141 ENDDO
142
143 DO i=1,nel
144 IF (off(i) < one) cycle
145 IF (pla(i) < epmx(i)) cycle
146 off(i)=off(i)*four_over_5
147 idel7nok = 1
148 ENDDO
149
150 DO i=1,nel
151 IF (off(i) /= four_over_5) cycle
152#include "lockon.inc"
153 WRITE(iout,1000) ngl(i)
154 WRITE(istdo,1100) ngl(i),tt
155#include "lockoff.inc"
156 ENDDO
157
158 DO i=1,nel
159 sti(i)=sti(i)*off(i)
161 ENDDO
162
163 DO i=1,nel
164 eint(i)=eint(i)+
for(i)*eps(i)*al(i)*dt1*half
165 ENDDO
166
167 1000 FORMAT(1x,'-- RUPTURE OF TRUSS ELEMENT NUMBER ',i10)
168 1100 FORMAT(1x,'-- RUPTURE OF TRUSS ELEMENT :',i10,' AT TIME :',g11.4)
169
170 RETURN
subroutine area(d1, x, x2, y, y2, eint, stif0)
subroutine ymax(idn, fac, npc, pld, stiffmin, stiffmax, stiffini, stiffavg)
for(i8=*sizetab-1;i8 >=0;i8--)