, , , , , , , *Material, name=@CALCULIXBEHAVIOUR_MAZARS *Depvar 3 *User Material, constants=8 3.2e10, 0.2, 1.15, 0.8, 1391.3, 10000.0 , 0.7 , 0.00009375, 0.0 *DENSITY 1000 ***DAMPING,ALPHA=0.03465648,BETA=0.0 *SOLID SECTION, ELSET=Mazars, MATERIAL=@CALCULIXBEHAVIOUR_MAZARS **INITIAL CONDITIONS,TYPE=VELOCITY **WALL,1,0. **WALL,2,0.0 **WALL,3,0.0 **@MaterialProperty 'YoungModulus' 3.2e10; **@MaterialProperty 'PoissonRatio' 0.2; **@MaterialProperty 'Ac' 1.15; **@MaterialProperty 'At' 0.8; **@MaterialProperty 'Bc' 1391.3; **@MaterialProperty 'Bt' 10000.; **@MaterialProperty 'k' 0.7; **@MaterialProperty 'ed0' 9.375e-5; ***DV1=@StateVariable real d; **SDV2=@StateVariable real Y; Maximum equivalent strain **SDV3=@StateVariable real eeqcor; Equivalent Strain . It's a Lagrange (Green) Strain ]]> 0 mm 0 0 1 10*t -10*t 0 mm 1 0 0 0 mm 0 1 0 max(0.00009375,sqrt(heaviside(e1)*e1^2+heaviside(e2)*e2^2+heaviside(e3)*e3^2)) s t