| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 7381802 | Physica A: Statistical Mechanics and its Applications | 2014 | 10 Pages |
Abstract
Thereafter, a one parameter rigid failure mechanism was considered to model experimental tests performed on concrete structures. The theoretical approach was applied to experimental tests performed on notched beams. A lower size effect is highlighted for lower temperatures. Theoretical results were compared with experimental test results performed on notched beams under bending. Comparison showed a good agreement.
Related Topics
Physical Sciences and Engineering
Mathematics
Mathematical Physics
Authors
Oualid Limam, Mohamed Aidi, Hatem Zenzri,