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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/AName of specimenLongitudinal reinforcementCharacterization of failure mode
1C-04Ø12Concrete crushing
2C-104Ø12Concrete crushing
3C-204Ø12Concrete crushing
4C-304Ø12Buckling
5C-504Ø12Buckling