Keerthana, K and Chandra Kishen, JM (2017) Non-local damage model for concrete under variable amplitude loading. In: 14th International Conference on Fracture, ICF 2017, 18 - 20 June 2017, Rhodes, pp. 476-477.
Full text not available from this repository.
Official URL: https://doi.org/ 10.1016/0013-7944(87)90059-2
Abstract
Fatigue behavior of concrete is a complex phenomenon. In this study a non-local, isotropic damage model is used to compute the fatigue life of concrete under variable amplitude loading. The analysis is performed on three-point bend notched beams and number of loading cycles to failure is obtained. The results of the analysis are compared with the existing experimental results and are found to match well.
| Item Type: | Conference Paper |
|---|---|
| Publication: | ICF 2017 - 14th International Conference on Fracture |
| Publisher: | International Conference on Fracture |
| Additional Information: | The copyright for this article belongs to International Conference on Fracture. |
| Keywords: | Concretes, Fatigue behavior; Isotropic damage model; Loading cycles; Non-local damage models; Nonlocal; Notched beam; Variable amplitude loading, Fatigue of materials |
| Department/Centre: | Division of Mechanical Sciences > Civil Engineering |
| Date Deposited: | 18 Jul 2022 04:51 |
| Last Modified: | 18 Jul 2022 04:51 |
| URI: | https://eprints.iisc.ac.in/id/eprint/74627 |
Actions (login required)
 |
View Item |
