A COMPARISON OF SHEAR STRENGTH CALCULATION METHODS FOR PERFOBOND LEISTE SHEAR CONNECTORS USING THE CONTROLLED VARIABLE METHOD
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.
Authors
- Pavel Koval (ORCID: https://orcid.org/0000-0003-1911-5169)
- Егор Данилов (ORCID: https://orcid.org/0000-0002-8919-4600)
- Aleksandr Chernykh (ORCID: https://orcid.org/0000-0001-9805-1428)
- Yingxin Liu (ORCID: https://orcid.org/0000-0002-0512-6409)
- Zhonghua Zhang (ORCID: https://orcid.org/0000-0002-2883-4459)
- Heng Wang (ORCID: https://orcid.org/0000-0001-7631-0556)
- Xuejiao Wang (ORCID: https://orcid.org/0000-0001-5326-7524)
- Yun Xu (ORCID: https://orcid.org/0000-0003-1384-394X)
- Bin Chen (ORCID: https://orcid.org/0000-0001-5196-1221)
- Shi Saisai
- Song Chunbo
- Du Mingli
Institutions
- North China University of Water Resources and Electric Power (CN)
- Saint Petersburg State University of Architecture and Civil Engineering (RU)
- Shanghai Xiandai Architectural Design (CN)
- Zhengzhou Railway Vocational & Technical College (CN)
Publication Details
- Journal
- Architecture and Engineering
- Published
- 2024-09-30
- DOI
- https://doi.org/10.23968/2500-0055-2024-9-3-75-80
- Primary Topic
- Structural Load-Bearing Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00