Non-linear behavior of mass concrete in three dimensional problems using a smeared crack approach.
A smeared crack approach has been proposed to model the static and dynamic behavior of mass concrete in three-dimensional space. The proposed model simulates the tensile fracture on the mass concrete and contains pre-softening behavior, softening initiation, fracture energy conservation and strain r...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 34, 3 (2005). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | английский |
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