NLFEA Behavior of Heat-Damaged Key Joints in Precast Concrete Segmental Bridge
The provided shear key joints are practically unreinforced due to their small size, and their performance directly affects the structural behavior of the segmental concrete bridge. In addition, these joints are usually dry and distributed over the contact region between the two connected bridge part...
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| Hlavní autoři: | , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
MDPI AG
2025-05-01
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| Edice: | Buildings |
| Témata: | |
| On-line přístup: | https://www.mdpi.com/2075-5309/15/11/1890 |
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