Shear Capacity-Curvature Ductility Relationship of High-Strength Concrete Cantilever Beam of Different Failure Modes
This research investigated the shear capacity and curvature ductility relation of high-strength reinforced concrete cantilever beams subjected to monotonic loading. Twelve cantilever beams with section dimensions of 200×300 mm were tested. The study determined the impact of factors, such as span-to...
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| Autori principali: | , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Tikrit University
2025-08-01
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| Serie: | Tikrit Journal of Engineering Sciences |
| Soggetti: | |
| Accesso online: | https://em.tj-es.com/ojs/index.php/tjes/article/view/2259 |
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