%--------------------------------------------------------------------------
% PURPOSE
% Non linear analysis - test of the Von - Mises law (cyclic)
%--------------------------------------------------------------------------
% REFERENCES
% Benjamin RICHARD
% 21-02-2016
%--------------------------------------------------------------------------
% COMMENTS
%
%
%
%--------------------------------------------------------------------------
% MIT License
%
% Copyright (c) 2018 Benjamin Richard
%
% Permission is hereby granted, free of charge, to any person obtaining a
% copy of this software and associated documentation files (the "Software
% "), to deal in the Software without restriction, including without
% limitation the rights to use, copy, modify, merge, publish, distribute,
% sublicense, and/or sell copies of the Software, and to permit persons
% to whom the Software is furnished to do so, subject to the following
% conditions:
%
% The above copyright notice and this permission notice shall be included
% in all copies or substantial portions of the Software.
%
% THE SOFTWARE IS PROVIDED "AS IS", WITHOUT WARRANTY OF ANY KIND, EXPRESS
% OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF
% MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT.
% IN NO EVENT SHALL THE AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY
% CLAIM, DAMAGES OR OTHER LIABILITY, WHETHER IN AN ACTION OF CONTRACT,
% TORT OR OTHERWISE, ARISING FROM, OUT OF OR IN CONNECTION WITH THE
% SOFTWARE OR THE USE OR OTHER DEALINGS IN THE SOFTWARE.
%--------------------------------------------------------------------------
%% Clearing off
fclose all;
clear
close all
%% Declaration de variables global
global options ME TP;
%% Definition des options
options.mode = 'PLANE_STRAIN';
%% Loading of the input datafile
FILE = '22.mail';
ME = INPUT.ACQU(FILE,'MAIL');
%% Definition of the model
MO1 = MODEL('ST','MECHANICS','ELASTICITY','ISOTROPIC','PLASTICITY','VONMISES');
MOT = MO1;
%% Topology
TP = TOPOLOGY(MOT);
%% Definition of the material
MA1 = CHAMELEM.MATE(MO1,'youn',210e9,'nu',0.3,'rho',7800,'K',210e9 * 0.05);
MAT = MA1;
%% Boundary conditions
% Line L1 fixed
CL1 = MATRICE('DIRI','P1',1,2);
CL2 = MATRICE('DIRI','P2',2);
CL3 = MATRICE('DIRI','L3',2);
CLT = [CL1 [CL2 CL3]];
% Definition of a prescribed displacement
FO1 = CHPOINT.DEPI(CL3,1);
%% Loading
EV1 = EVOL([0 1 2 3],[0 5e-3 -5.0e-3 1.0e-2],'Time','Displacement (m)');
CHT = TIMELOAD(FO1,EV1,'DIRI');
%% Static analysis
PB1 = PROBLEM('model',MOT,'mater',MAT,'diric',CLT,'loadt',CHT,'comp_time',0:0.01:3,...
'solve_type','QUASI_NEWTON','precision',1.0e-6);
SOL = SOLVE(PB1);
%% Post-treatment
% Displacement at point P3 X and Y
EV_OUT = EVOL.REAC(SOL,CL3,EV1,2);
plot(EV_OUT);
close all
%% Non regression test
if abs(EV_OUT.ordo(end) - 7.904133993501530e+08)/7.904133993501530e+08 > 1.0e-4
error('TEST IS NOT SUCCESSFUL')
else
disp('---------------------------------')
disp('022_INCR_NLINE_2D_QUA4_VONMISES')
disp('TEST IS SUCCESSFUL')
disp('---------------------------------')
end