id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-1236	Caporale, A.; Luciano, R.	A micromechanical four-phase model to predict the compressive failure surface of cement concrete	2014	9	.pdf	application/pdf	5484	236	63	-0,12 -0,10 -0,08 -0,06 -0,04 -0,02 0,00 -0,12 -0,10 -0,08 -0,06 -0,04 -0,02 0,00  e 2  (G P a)  e  (GPa)   = 0.8, f v,eq = 30, f v,m = 10, 20   = 0.7, f v,m = 0, f v,eq = 30, 40, 50   = 0.8, f v,m = 0, f v,eq = 30, 40, 50 f v,eq , f v,m Figure 3: Failure curves in bi-axial compression. -0,12 -0,10 -0,08 -0,06 -0,04 -0,02 0,00 -0,12 -0,10 -0,08 -0,06 -0,04 -0,02 0,00  e 2  (G P a)  e  (GPa)   = 0.7, f v,m = 0, f v,eq = 40,  e 3 = 0  e 3   = 0.7, f v,m = 0, f v,eq = 40,  e 3 = 0.01 GPa   = 0.7, f v,m = 0, f v,eq = 40,  e 3 = - 0.01 GPa   = 0.8, f v,m = 10, f v,eq = 30,  e 3 = 0   = 0.8, f v,m = 10, f v,eq = 30,  e 3 = 0.01 GPa   = 0.8, f v,m = 10, f v,eq = 30,  e 3 = -0.01 GPa Figure 5: Failure curves in bi-axial and tri-axial compression.	cache/fis-1236.pdf	txt/fis-1236.txt