A Comparison Of Shear Strength Calculation Methods For Perfobond Leiste Shear Connectors Using The Controlled Variable Method
| Author(s): |
School of Civil Engineering and Communication, North China University of Water Resources and Electric Power
Xu Yun Chen Bin Wang Xuejiao School of International Education, Zhengzhou Railway Vocational and Technical College Liu Yingxin Wang Heng Architectural Design Corporation Limited Aleksandr Chernykh Saint Petersburg State University of Architecture and Civil Engineering Egor Danilov Pavel Koval Du Mingli Zhang Zhonghua Shi Saisai Song Chunbo |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Architecture and Engineering, 30 September 2024, n. 3, v. 9 |
| Page(s): | 75-80 |
| DOI: | 10.23968/2500-0055-2024-9-3-75-80 |
| Abstract: |
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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data sheet - Reference-ID
10806526 - Published on:
10/11/2024 - Last updated on:
10/11/2024
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