The S-N curve has been proved as the classic testing method to predict the fatigue failure of many materials (such as metals and geo-materials). However, this kind of testing is extremely time-consuming and the financial cost is very high. For geo-materials, such as rocks and concretes, the materials are extremely in-homogeneous and heterogeneous. This will lead to the large scatters in the physical properties. And it will need more tested samples to obtain a more reliable S-N curve. The instant monitoring method is also a very effective approach to predict the fatigue failure, such as the sudden increase of strain or the change of hysteresis loop shape. So which method (S-N curve or instant monitoring) is the proper way to be used in the prediction of fatigue failure in terms of geo-materials.

Similar questions and discussions