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

Table 7

Compressive and tensile behaviour of ECC and FAECC.

ECC				FAECC
Compression		Tension		Compression		Tension
Yieldstress (MPa)	Inelasticstrain	Yieldstress (MPa)	Cracking strain	Yieldstress (MPa)	Inelasticstrain	Yieldstress (MPa)	Crackingstrain
21	0	5.5	0	38.2	0	5.1	0
43.6	0.002	5.1	0.037	45.3	0.002	4.3	0.035
59.3	0.004	4.7	0.042	50.6	0.004	4.0	0.037
50.1	0.0045	4.2	0.051	41.6	0.0045	3.7	0.048
41.4	0.005	3.5	0.057	32.4	0.005	3.1	0.052