Figure 7. Increased cracking after yielding of reinforcement at 1,500 kN for DF12

From

Prediction of Punching Strength of Reinforced Concrete Footings by Finite Element Method

Faris R. Ahmed, Kamaran K. Hamad, Zahraa N. Rashied

American Journal of Civil Engineering and Architecture. 2017, 5(1), 8-16 doi:10.12691/ajcea-5-1-2