Experimental Analysis of Failure Mechanisms in Masonry-PFRP Profiles Connections

Table 2

Material characteristics.

Material	T(°C)	Unit	Value
GFRP profiles	Longitudinal compressive strength	N/mm^2	220
	Longitudinal compressive modulus of elasticity	N/mm^2	18000
	Longitudinal interlaminar shear strength	N/mm^2	30
	Longitudinal shear modulus	N/mm^2	3000
	Longitudinal Poisson’s ratio	—	0.28
GFRP	Flexural strength	N/mm^2	150
Laminated plates	Flexural modulus of elasticity	N/mm^2	10000
	Compressive strength	N/mm^2	200
	Tensile strength	N/mm^2	90
Masonry block	Compressive modulus of elasticity	N/mm^2	2723
	Shear strength	N/mm^2	0.43
	Shear modulus of elasticity	N/mm^2	2540
Epoxy adhesive	Compressive modulus of elasticity (EN 13412)	N/mm^2	6000
	Bond strength-pull out test (EN 12188)	N/mm^2	>18
	Compressive strength (EN 12190)	N/mm^2	>70