FEM-Course-Matlab/18. 材料非线性问题matlab有限元编程/elastic/MatrixB.m

28 lines
728 B
Matlab

function B = MatrixB( ie )
% 셕炬데禱돨壇긴앤黎B
% 渴흙꽝鑒:
% ie ---- 데禱뵀
% 럿쀼令:
% B ---- 데禱壇긴앤黎
global gNode gElement
xi = gNode( gElement( ie, 1 ), 1 ) ;
yi = gNode( gElement( ie, 1 ), 2 ) ;
xj = gNode( gElement( ie, 2 ), 1 ) ;
yj = gNode( gElement( ie, 2 ), 2 ) ;
xm = gNode( gElement( ie, 3 ), 1 ) ;
ym = gNode( gElement( ie, 3 ), 2 ) ;
ai = xj*ym - xm*yj ;
aj = xm*yi - xi*ym ;
am = xi*yj - xj*yi ;
bi = yj - ym ;
bj = ym - yi ;
bm = yi - yj ;
ci = -(xj-xm) ;
cj = -(xm-xi) ;
cm = -(xi-xj) ;
area = abs((ai+aj+am)/2) ;
B = [bi 0 bj 0 bm 0
0 ci 0 cj 0 cm
ci bi cj bj cm bm] ;
B = B/2/area ;
return