id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-1252	De Domenico, D.; Pisano, A.A.; Fuschi, P.	Limit analysis on FRP-strengthened RC members	2014	13	.pdf	application/pdf	7036	238	51	Precisely, to simulate the behaviour at a state of incipient collapse of the three main constituent materials, concrete is described by a Menétrey–Willam-type yield criterion endowed with cap in compression, steel reinforcement bars are handled by the von Mises yield criterion, FRP strengthening laminates are governed by a Tsai–Wu- type criterion and the quoted methodology is applied in concomitance to the three yield criteria. The reason for computing two bounds arises from the postulated non associativity of concrete and FRP composite material that injects such characteristic on the behaviour of the whole RC-structural element.	cache/fis-1252.pdf	txt/fis-1252.txt