Bi-Linear Bond-Slip Modelling for 1-D Tension Stiffening Behavior of a RC Element
Cracking is an inherent characteristic of a reinforced-concrete (RC) element subjected to tension or bending. The crack width growth with loading depends on the rebar-concrete bond behavior. RC bridges are designed under strict requirements to ensure their proper long lifetime performance. Limiting...
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| Asıl Yazarlar: | , , |
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| Materyal Türü: | Artigo |
| Dil: | Inglês |
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MDPI AG
2022-09-01
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| Seri Bilgileri: | Infrastructures |
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| Online Erişim: | https://www.mdpi.com/2412-3811/7/10/125 |
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