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Table 1 Details of the panel specimens

From: Experimental and MCFT-Based Study on Steel Fiber-Reinforced Concrete Subjected to In-Plane Shear Forces

Specimen ID

Concrete type

\(f^{\prime}_{{\text{c}}}\) (MPa)

Fiber type

\(V_{{\text{f}}}\) (%)

Longitudinal steel

Transverse steel

\(\rho_{{{\text{s}}x}}\) (%)

\(f_{yx}\) (MPa)

\(\rho_{{{\text{s}}y}}\) (%)

\(f_{yy}\) (MPa)

HFF1V1

Normal strength

35

RC80/30-BP

1.5

2.47

552

–

–

HFF2V2

21

RC80/60-BN

0.75

2.47

552

–

–