Research Article

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

Table 4

Displacement control loading step.

ModelPull-1Pre-1Pre-2Pre-3Pre-4Pre-5Bending-2

Displacement load0.010.010.080.160.160.160.01
0.030.0120.120.280.280.20.02
0.060.0160.160.40.360.240.03
0.080.0220.20.520.440.280.04
0.100.0280.280.640.520.40.05
0.120.040.340.760.600.760.06
0.130.0520.40.880.681.140.07
0.140.0640.520.760.08
0.150.0760.640.840.09
0.0880.920.10
1.00.11
1.080.12
1.16