Advances in Materials Science and Engineering / 2015 / Article / Fig 4

Research Article

Brittle Creep Failure, Critical Behavior, and Time-to-Failure Prediction of Concrete under Uniaxial Compression

Figure 4

Axial stress versus time curves of four concrete samples (labeled as CS1, CS2, CS3, and CS4) during the total loading process, including the initial loading phases and the following creep phases.