Flexural ductility of RC elements: influences of size effects and bending-shear interaction
Under seismic loading, some structural elements are subjected to combined solicitations (bending-shear for isntance). The flexural ductility of a reinforced concrete element reduces its shear capacity. In fact, during plastic dissipation (by cracking), the transfer mechanisms of the shear force are...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Mouloud Mammeri University of Tizi-Ouzou
2019-01-01
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| Series: | Journal of Materials and Engineering Structures |
| Subjects: | |
| Online Access: | http://revue.ummto.dz/index.php/JMES/article/view/1775 |