id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-1815	Hokes, F.; Kala, J.	Selecting the objective function during the inverse identification of the parameters of a material model of concrete	2016	10	.pdf	application/pdf	5283	279	43	   σ κ σ κ (1) with the elliptic function r(θ,e) developed by Klisinsky [27] on the basis of Willam and Warnke´s findings [5] and where Ω(σ,κ) is a hardening/softening function with a work-hardening law and A, B, C, D are model parameters containing basic mechanico-physical properties of concrete (uniaxial compressive strength fc, uniaxial tensile strength ft and biaxial compressive strength fb) whose form is given by the following relationships: b t t b c f f A f f f 2 1 1 1 6          (2) [2] Hokes, F., The current state-of-the-art in the field of material models of concrete and other cementitious composites, Applied Mechanics and Materials, 729 (2015) 134-139.	cache/fis-1815.pdf	txt/fis-1815.txt