Table 4 Variables used in modelling of conventional concrete.

From: Non-linear finite element analysis of SFRC beam-column joints under cyclic loading: enhancing ductility and structural integrity

Variable used

Value used

\({f}_{cm}\)

45 Mpa

εo

0.002

Ecm

31,528.55 Mpa

\(f\) to

3.79 Mpa

εcr

0.0001

Density

2.54e-009 ton/mm3

Poisson’s ratio

0.22

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