📄 flw3i8s.m
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function [es,et,eci]=flw3i8s(ex,ey,ez,ep,D,ed)% [es,et,eci]=flw3i8s(ex,ey,ez,ep,D,ed)%-------------------------------------------------------------% PURPOSE% Compute flows or corresponding quantities in the% 8 node (3-dim) isoparametric field element.%% INPUT: ex = [x1 x2 x3 ... x8] % ey = [y1 y2 y3 ... y8] element coordinates% ez = [z1 z2 z3 ... z8] % % ep = [ir] Ir: Integration rule%% D = [kxx kxy kxz;% kyx kyy kyz;% kzx kzy kzz] constitutive matrix%% ed =[ el u1 .... u8] element nodal values% . ... .. ..]% % OUTPUT: es=[qx qy qz% . ... ..] element flow(s)%% et=[gx gy gz% . ... ..] element gradient(s)% % eci=[ix1 iy1 iz1; location vector% .... ; nint: number of % ix(nint) iy(nint) iz(nint)] integration points%-------------------------------------------------------------% LAST MODIFIED: K Persson 1995-08-25% Copyright (c) Division of Structural Mechanics and% Department of Solid Mechanics.% Lund Institute of Technology%-------------------------------------------------------------ir=ep(1); ngp=ir*ir*ir; if ir==2 g1=0.577350269189626; w1=1; gp(:,1)=[-1; 1; 1;-1;-1; 1; 1;-1]*g1; w(:,1)=[ 1; 1; 1; 1; 1; 1; 1; 1]*w1; gp(:,2)=[-1;-1; 1; 1;-1;-1; 1; 1]*g1; w(:,2)=[ 1; 1; 1; 1; 1; 1; 1; 1]*w1; gp(:,3)=[-1;-1;-1;-1; 1; 1; 1; 1]*g1; w(:,3)=[ 1; 1; 1; 1; 1; 1; 1; 1]*w1; elseif ir==3 g1=0.774596669241483; g2=0.; w1=0.555555555555555; w2=0.888888888888888; I1=[-1; 0; 1;-1; 0; 1;-1; 0; 1]'; I2=[ 0;-1; 0; 0; 1; 0; 0; 1; 0]'; gp(:,1)=[I1 I1 I1]'*g1; gp(:,1)=[I2 I2 I2]'*g2+gp(:,1) I1=abs(I1); I2=abs(I2); w(:,1)=[I1 I1 I1]'*w1; w(:,1)=[I2 I2 I2]'*w2+w(:,1); I1=[-1;-1;-1; 0; 0; 0; 1; 1; 1]'; I2=[ 0; 0; 0; 1; 1; 1; 0; 0; 0]'; gp(:,2)=[I1 I1 I1]'*g1; gp(:,2)=[I2 I2 I2]'*g2+gp(:,2); I1=abs(I1); I2=abs(I2); w(:,2)=[I1 I1 I1]'*w1; w(:,2)=[I2 I2 I2]'*w2+w(:,2); I1=[-1;-1;-1;-1;-1;-1;-1;-1;-1]'; I2=[ 0; 0; 0; 0; 0; 0; 0; 0; 0]'; I3=abs(I1); gp(:,3)=[I1 I2 I3]'*g1; gp(:,3)=[I2 I3 I2]'*g2+gp(:,3); w(:,3)=[I3 I2 I3]'*w1; w(:,3)=[I2 I3 I2]'*w2+w(:,3); else disp('Used number of integration points not implemented'); return end wp=w(:,1).*w(:,2).*w(:,3); xsi=gp(:,1); eta=gp(:,2); zet=gp(:,3); r2=ngp*3; N(:,1)=(1-xsi).*(1-eta).*(1-zet)/8; N(:,5)=(1-xsi).*(1-eta).*(1+zet)/8; N(:,2)=(1+xsi).*(1-eta).*(1-zet)/8; N(:,6)=(1+xsi).*(1-eta).*(1+zet)/8; N(:,3)=(1+xsi).*(1+eta).*(1-zet)/8; N(:,7)=(1+xsi).*(1+eta).*(1+zet)/8; N(:,4)=(1-xsi).*(1+eta).*(1-zet)/8; N(:,8)=(1-xsi).*(1+eta).*(1+zet)/8; dNr(1:3:r2,1)=-(1-eta).*(1-zet); dNr(1:3:r2,2)= (1-eta).*(1-zet); dNr(1:3:r2,3)= (1+eta).*(1-zet); dNr(1:3:r2,4)=-(1+eta).*(1-zet); dNr(1:3:r2,5)=-(1-eta).*(1+zet); dNr(1:3:r2,6)= (1-eta).*(1+zet); dNr(1:3:r2,7)= (1+eta).*(1+zet); dNr(1:3:r2,8)=-(1+eta).*(1+zet); dNr(2:3:r2+1,1)=-(1-xsi).*(1-zet); dNr(2:3:r2+1,2)=-(1+xsi).*(1-zet); dNr(2:3:r2+1,3)= (1+xsi).*(1-zet); dNr(2:3:r2+1,4)= (1-xsi).*(1-zet); dNr(2:3:r2+1,5)=-(1-xsi).*(1+zet); dNr(2:3:r2+1,6)=-(1+xsi).*(1+zet); dNr(2:3:r2+1,7)= (1+xsi).*(1+zet); dNr(2:3:r2+1,8)= (1-xsi).*(1+zet); dNr(3:3:r2+2,1)=-(1-xsi).*(1-eta); dNr(3:3:r2+2,2)=-(1+xsi).*(1-eta); dNr(3:3:r2+2,3)=-(1+xsi).*(1+eta); dNr(3:3:r2+2,4)=-(1-xsi).*(1+eta); dNr(3:3:r2+2,5)= (1-xsi).*(1-eta); dNr(3:3:r2+2,6)= (1+xsi).*(1-eta); dNr(3:3:r2+2,7)= (1+xsi).*(1+eta); dNr(3:3:r2+2,8)= (1-xsi).*(1+eta); dNr=dNr/8.; eci=N*[ex;ey;ex]'; [red,ced]=size(ed); JT=dNr*[ex;ey;ez]'; for i=1:ngp indx=[ 3*i-2; 3*i-1; 3*i ]; detJ=det(JT(indx,:)); if detJ<10*eps disp('Jacobideterminanten lika med noll!') end JTinv=inv(JT(indx,:)); B=JTinv*dNr(indx,:); p1=-D*B*ed'; p2=B*ed'; es(i:ngp:ngp*red,:)=p1'; et(i:ngp:ngp*red,:)=p2'; end%--------------------------end--------------------------------
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