Strengthening of Damaged Masonry Walls Using Engineered Cementitious Composites: Experimental and Numerical Analysis

Table 1

Properties of fibres.

Fibres	Length (mm)	Diameter (mm)	Aspect ratio	Type of fibre	Tensile strength (MPa)	Modulus of elasticity (GPa)
Steel	26	0.7	37.1	Hooked end	1000	200
Polypropylene	30–40	0.3–0.35	100–115	Monofilament	551–658	3.5–7.5