Numerical Investigation of Textile Reinforced Cement Structural Stay-in-Place Formwork Designed as Beam-Column Joint Shear Reinforcement

Table 8

Yield and ultimate displacement for ductility determination.

Model	Axial load ratio	Yield displacement (10^−3m)	Ultimate displacement (10^−3m)	Ductility
G1M0	Null	12.71	40	3.15
G1M1	0.1	13.80	40	2.89
Referential	0.133	14.14	40	2.82
G1M2	0.26	13.29	40	3.00
G1M3	0.3	12.90	40	3.10
G1M4	0.6	10.49	40	3.81