## -*- texinfo -*-
## @deftypefn  {} {} PipePressureAxi.m
##
## This is a demo file  inside the `doc/Examples/Elasticity/` directory@*
## Find the description in the documentation FEMdoc.pdf
##
## @end deftypefn

R = 0.1; dR = 0.01;
if 0 %% regular mesh
  Mesh = CreateMeshRect(R+linspace(0,dR,20),linspace(0,R,10),-21,-21,-32,-22);
else  %% irregular mesh
  Mesh = CreateMeshTriangle('Test',...
         [R 0 -21;R+dR 0 -22; R+dR R -21; R R -32],1e-5);
endif
Mesh = MeshUpgrade(Mesh,'quadratic');

P = 10e5;  E = 110e9; nu = 0.35; f = {0,0}; gD = {0,0}; gN = {P,0};
[ur,uz] = AxiStress(Mesh,E,nu,f,gD,gN);
figure(2); FEMtrimesh(Mesh,ur);
           xlabel('r'); ylabel('z'); zlabel('u_r')
figure(3); FEMtrimesh(Mesh,uz);
           xlabel('r'); ylabel('z'); zlabel('u_z')

[eps_xx,eps_yy,eps_zz,eps_xz] = EvaluateStrainAxi(Mesh,ur,uz);
figure(11); FEMtrimesh(Mesh,eps_xx)
            xlabel('r'); ylabel('z'); zlabel('\epsilon_{xx}')
figure(12); FEMtrimesh(Mesh,eps_yy)
            xlabel('r'); ylabel('z'); zlabel('\epsilon_{yy}')
figure(13); FEMtrimesh(Mesh,eps_zz)
            xlabel('r'); ylabel('z'); zlabel('\epsilon_{zz}')

[sigma_x,sigma_y,sigma_z,tau_xz] = EvaluateStressAxi(Mesh,ur,uz,E,nu);
figure(21); FEMtrimesh(Mesh,sigma_x)
            xlabel('r'); ylabel('z'); zlabel('\sigma_x')
figure(22); FEMtrimesh(Mesh,sigma_y)
            xlabel('r'); ylabel('z'); zlabel('\sigma_y')
figure(23); FEMtrimesh(Mesh,sigma_z)
            xlabel('r'); ylabel('z'); zlabel('\sigma_z')

vonMises = EvaluateVonMisesAxi(sigma_x,sigma_y,sigma_z,tau_xz);
figure(24); FEMtrimesh(Mesh,vonMises)
            xlabel('r'); ylabel('z'); zlabel('von Mises')
[sigma_1,sigma_2] = EvaluatePrincipalStressAxi(sigma_x,sigma_z,tau_xz);
r = R + linspace(0,dR,100)';
sigma_1i = FEMgriddata(Mesh,sigma_1,r,R/2*ones(size(r)));
sigma_2i = FEMgriddata(Mesh,sigma_2,r,R/2*ones(size(r)));
sigma_3i = FEMgriddata(Mesh,sigma_y,r,R/2*ones(size(r)));

figure(25); plot(r,sigma_1i,r,sigma_2i,r,sigma_3i)
            xlabel('r'); ylabel('z');
            legend('\sigma_1','\sigma_2','\sigma_3', 'location','west')

Tresca = EvaluateTrescaAxi(sigma_x,sigma_y,sigma_z,tau_xz);
figure(26); FEMtrimesh(Mesh,Tresca)
            xlabel('r'); ylabel('z'); zlabel('Tresca')

k = E/((1+nu)*(1-2*nu));
c = [R -(1-2*nu)/R;(R+dR) -(1-2*nu)/(R+dR)]\[-R/k*P;0];
r = R + linspace(0,dR,100)';
u = c(1)*r + c(2)./r;



