Concrete02IS

Model.uniaxial(“Concrete02IS”, name, E, fpc, epsc0, fpcu, epscu)

E	float	Young’s modulus of elasticity
fpc	float	peak compressive stress
epsc0	float
fpcu	float
epscu	float
tension		[rat,ft,Ets], rat float ft float Ets float Tensile initial modulus

This model is discussed in this blog post by Prof. Scott.

Code developed by: Dr. Nasser Marafi