A Study of the Relationship between the Stress State and Failure Mode of Concrete Specimens

Table 3

The model of the concrete specimens under stress.

Specimen (model)	Pre-1, -2, -3, -4, and -5					Pull	Bending
(R × H) mm/(L × B × H) mm	30 × 30	30 × 60	30 × 120	30 × 180	30 × 300	30 × 120	30 × 50 × 150