A COMPARISON OF SHEAR STRENGTH CALCULATION METHODS FOR PERFOBOND LEISTE SHEAR CONNECTORS USING THE CONTROLLED VARIABLE METHOD

School Of Civil Engineering And Communication, North China University Of Water Resources And Electric Power ,Xu Yun,Chen Bin,School Of Civil Engineering And Communication, North China University Of Water Resources And Electric Power ,Wang Xuejiao,School Of International Education, Zhengzhou Railway Vocational And Technical College ,Liu Yingxin,School Of Civil Engineering And Communication, North China University Of Water Resources And Electric Power ,Wang Heng,Architectural Design Corporation Limited ,Aleksandr Chernykh,Saint Petersburg State University Of Architecture And Civil Engineering ,Egor Danilov,Saint Petersburg State University Of Architecture And Civil Engineering ,Pavel Koval,Saint Petersburg State University Of Architecture And Civil Engineering ,Du Mingli,School Of Civil Engineering And Communication, North China University Of Water Resources And Electric Power ,Zhang Zhonghua,School Of Civil Engineering And Communication, North China University Of Water Resources And Electric Power ,Shi Saisai,School Of Civil Engineering And Communication, North China University Of Water Resources And Electric Power ,Song Chunbo,School Of Civil Engineering And Communication, North China University Of Water Resources And Electric Power

doi:10.23968/2500-0055-2024-9-3-75-80

A COMPARISON OF SHEAR STRENGTH CALCULATION METHODS FOR PERFOBOND LEISTE SHEAR CONNECTORS USING THE CONTROLLED VARIABLE METHOD

School Of Civil Engineering And Communication, North China University Of Water Resources And Electric Power , Xu Yun + Show 22 more

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https://doi.org/10.23968/2500-0055-2024-9-3-75-80

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Journal: Architecture and Engineering	Publication Date: Sep 30, 2024
License type: cc-by-nc-nd

#PBL Shear Connectors #Timber-concrete Composite Beams + Show 8 more

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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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