FEATool Multiphysics
v1.17.1
Finite Element Analysis Toolbox
|
EX_POISSON8 2D Poisson equation example on a unit square with integral constraint.
[ FEA, OUT ] = EX_POISSON8( VARARGIN ) Poisson equation on a [0..1]^2 unit square with all Neumann boundary conditions, integral constraint, and exponential source term.
Input Value/{Default} Description ----------------------------------------------------------------------------------- igrid scalar 1/{0} Cell type (0=quadrilaterals, 1=triangles) hmax scalar {0.1} Max grid cell size sfun string {sflag1} Shape function ischeme scalar {0} Time stepping scheme (0 = stationary) solver string fenics/{default} Use FEniCS or default solver iplot scalar 0/{1} Plot solution (=1) . Output Value/(Size) Description ----------------------------------------------------------------------------------- fea struct Problem definition struct out struct Output struct
cOptDef = { ... 'igrid', 0; 'hmax', 0.1; 'sfun', 'sflag1'; 'ischeme', 0; 'solver', ''; 'iplot', 1; 'tol', 0.02; 'fid', 1 }; [got,opt] = parseopt(cOptDef,varargin{:}); fid = opt.fid; % Geometry definition. fea.geom.objects = { gobj_rectangle() }; % Grid generation. switch( opt.igrid ) case -1 fea.grid = rectgrid(round(1/opt.hmax),round(1/opt.hmax),[0 1;0 1]); fea.grid = quad2tri(fea.grid); case 0 fea.grid = rectgrid(round(1/opt.hmax),round(1/opt.hmax),[0 1;0 1]); case 1 fea.grid = gridgen(fea,'hmax',opt.hmax,'fid',fid); end if( strcmp(opt.solver,'fenics') && size(fea.grid.c,1)==4 ) fea.grid = quad2tri(fea.grid); end % Problem definition. fea.sdim = { 'x', 'y' }; % Coordinate names. fea = addphys(fea,@poisson); % Add Poisson equation physics mode. fea.phys.poi.sfun = { opt.sfun }; % Set shape function. fea.phys.poi.eqn.coef{3,end}{1} = '10*exp(-((x-0.5)^2+(y-0.5)^2)/0.02)'; fea.phys.poi.bdr.sel(:) = 2; [fea.phys.poi.bdr.coef{2,end}{:}] = deal('-sin(5*x)'); fea = parsephys(fea); % Check and parse physics modes. % Add integral constraint. constr.type = 'intsubd'; constr.dvar = 'u'; constr.expr = 0; fea.constr = constr; % Parse and solve problem. fea = parseprob( fea ); % Check and parse problem struct. if( strcmp(opt.solver,'fenics') ) fea = fenics( fea, 'fid', fid, 'ischeme', opt.ischeme, 'tstep', 0.1, 'tmax', 1 ); else if( opt.ischeme==0 ) fea.sol.u = solvestat( fea, 'fid', fid ); else fea.sol.u = solvetime( fea, 'fid', fid, 'ischeme', opt.ischeme, 'tstep', 0.1, 'tmax', 1 ); end end % Postprocessing. if( opt.iplot>0 ) postplot( fea, 'surfexpr', 'u', 'surfhexpr', 'u' ) end % Error checking. [u_min,u_max] = minmaxsubd( 'u', fea ); err = mean( [ abs(u_max-u_min-1.037)/1.037, ... intsubd( 'u', fea ), ... abs(fea.sol.u(end)-1.3007)/1.3007 ] ); out.err = err; out.tol = opt.tol; out.pass = out.err<opt.tol; if( nargout==0 ) clear fea out end