Table 10 Strain characteristics in longitudinal reinforcement and concrete of shallow wide beam specimens
From: Effect of short glass fiber on shear capacity for shallow wide reinforced concrete beams
Beam specimen | Longitudinal reinforcement | Concrete compression | ||
|---|---|---|---|---|
εus ×10−3 | % diff. of εu | εuc ×10−3 | % diff. of εu | |
HB1 | 8.30 | ------ | 2.99 | ----- |
HB2 | 7.43 | 10.48 | 2.50 | 16.38 |
HB3 | 6.50 | 21.68 | 2.16 | 27.75 |
HB4 | 5.83 | 29.75 | 2.07 | 30.76 |
HB5 | 4.59 | 44.70 | 2.63 | 12.04 |