A Comparison Of Shear Strength Calculation Methods For Perfobond Leiste Shear Connectors Using The Controlled Variable Method
| Auteur(s): |
Xu Yun
Chen Bin Wang Xuejiao Liu Yingxin Wang Heng Aleksandr Chernykh Egor Danilov Pavel Koval Du Mingli Zhang Zhonghua Shi Saisai Song Chunbo |
|---|---|
| Médium: | article de revue |
| Langue(s): | anglais |
| Publié dans: | Architecture and Engineering, 30 septembre 2024, n. 3, v. 9 |
| Page(s): | 75-80 |
| DOI: | 10.23968/2500-0055-2024-9-3-75-80 |
| Abstrait: |
This paper provides a brief overview of the current research on timber-concrete composite beams and PBL shear connectors. Five representative calculation formulas were selected, and the effects of concrete strength and opening diameter on the ultimate bearing capacity of shear connectors were compared and analyzed using the controlled variable method. This study can serve as the basis for further optimizing the design parameters of composite beams. |
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sur cette fiche - Reference-ID
10806526 - Publié(e) le:
10.11.2024 - Modifié(e) le:
10.11.2024
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