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International Journal of Concrete Structures and Materials

Table 7 Damage properties of concrete.

From: Experimental and Numerical Assessments of Slab-Column Connections Strengthened Using Bonded Hemp Fiber Fabric Sheets

Dilation Angle

(\(\boldsymbol{\varphi }\))

Eccentricity

(\({\varvec{\varepsilon}})\)

Stress parameters

(Fb0/fc0)

Shape factor

(Kc)

Viscosity Parameter

(\({\varvec{\mu}})\)

36

0.1

1.16

0.667

0.0001 (calibrated)

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