id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-5440	Malikova, Lucie; Miarka, Petr	Parametric study on the effect of anchor’s geometry on the stress distribution and crack initiation direction in a concrete body	2025	8	.pdf	application/pdf	4221	339	55	Steel anchors, Concrete cone failure, Finite element method, Maximum tangential stress, Critical distance. Both materials (steel and concrete) were modelled through the linear elastic material model considering the Young’s modulus of 210 GPa and 23.5 GPa and Poissson’s ratio 0.3 and 0.2 for steel anchor and concrete, respectively.	cache/fis-5440.pdf	txt/fis-5440.txt