Thermal Effect on Fiber-Reinforced Concrete Link Slab with Existing Bearing Modification
This paper analyzes the long-term thermal effect of newly applied fiber-reinforced concrete link slabs on an existing steel bridge for a rehabilitation project of the Maryland Transportation Authority. To enhance structural resilience, thermal movement is one of the major concerns in concrete link s...
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| Hlavní autoři: | , , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
MDPI AG
2025-08-01
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| Edice: | Infrastructures |
| Témata: | |
| On-line přístup: | https://www.mdpi.com/2412-3811/10/9/229 |
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