📄 q_stress.m
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%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%function [Q_total,Q_pl,st2nd]=Q_stress(Tnd,lirv2,hard,rx);%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% hardening rate 3,6,13 or nh for nonhardening %% The modified boundary layer formulations for the 4 hardening %% rates is extimated from FE-analysis as described in Karstensen,%% Nekkal and Hancock, "Constraint Estimation Sceme I : Single %% Edge Gemometries in Tension and Bending", 1994 %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% Initiation of Constants Value %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% status=0; %%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% if hard=='06' ssy=5.28*(1/rx)^0.21; stress=ssy+0.48*Tnd-0.25*Tnd.^2; elseif hard=='13' ssy=3.83*(1/rx)^0.10; stress=ssy+0.64*Tnd-0.4*Tnd.^2; elseif hard=='03' ssy=8.06*(1/rx)^0.32; stress=ssy+0.21*Tnd-0.08*Tnd.^2; elseif hard=='nh' ssy=2.875; stress=ssy+0.83*Tnd-0.876*Tnd.^2; else 'Warning in Q-stress : unrecognised hardening rate' status=-1; end if status==0 Q_total=lirv2-ssy; Q_pl=lirv2-stress; st2nd=lirv2./stress; end end; % (* end of Q_stress function *) %
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