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International Journal of Concrete Structures and Materials

Table 5 Types of failure of specimens at the end of compression test.

From: Evaluation of Out-of-Plane Response of R/C Structural Wall Boundary Edges Detailed with Maximum Code-Prescribed Longitudinal Reinforcement Ratio

N/A

Name of specimen

Longitudinal reinforcement

Characterization of failure mode

1

C-0

4Ø12

Concrete crushing

2

C-10

4Ø12

Concrete crushing

3

C-20

4Ø12

Concrete crushing

4

C-30

4Ø12

Buckling

5

C-50

4Ø12

Buckling

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