Загрузка...
Bilinear load-deflection model of fiber-reinforced polymer–concrete composite beam with interface slip
The design of fiber-reinforced polymer–concrete hybrid beam is usually governed by deformation. Due to the rigidity degradation caused by fiber-reinforced polymer–concrete slip, the load–slip and load–deflection curves demonstrate a bilinear characteristic. The originality of this article is to prop...
Сохранить в:
| Главные авторы: | , , |
|---|---|
| Формат: | Artigo |
| Язык: | Inglês |
| Опубликовано: |
SAGE Publishing
2015-07-01
|
| Серии: | Advances in Mechanical Engineering |
| Online-ссылка: | https://doi.org/10.1177/1687814015590312 |
| Метки: |
Добавить метку
Нет меток, Требуется 1-ая метка записи!
|