Physics-Based Shear-Strength Degradation Model of Stud Connector with the Fatigue Cumulative Damage
In the whole lifetime of structures, fatigue damage accumulation will exist in the shear connector of steel–concrete composite beams. It is essential to determine the residual mechanical properties of shear connectors under long-term fatigue loads, e.g., the vehicle load on bridges. In this regard,...
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| Hlavní autoři: | , , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
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MDPI AG
2022-12-01
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| Edice: | Buildings |
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| On-line přístup: | https://www.mdpi.com/2075-5309/12/12/2141 |
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