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📄 q_stress.m

📁 ABAQUS is a general purpose finite element analysis program which is widely used to analyses mechani
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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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