Xiaofeng Zhang1, Lisheng Luo2,*, Youfu Sun1, Xinyue Cui2, Yongqiang Zhang2
Journal of Renewable Materials, Vol.11, No.4, pp. 2033-2054, 2023, DOI:10.32604/jrm.2022.023651
- 01 December 2022
Abstract Considering the glulam beam-column connection form and the number of bolts, monotonic loading test and
finite element analysis was carried out on 9 connection specimens in 3 groups to study the rotational performance
and failure mode of the connection. The test results revealed that compared with U-shaped connectors, T-shaped
connectors can effectively improve the ductility of connections, and the increase in the number of bolts can
reduce the initial stiffness and ductility of connections. By theoretical analysis, formulas for calculating the initial
stiffness and ultimate moment of connections were deduced. Subsequently, the moment-rotation theoretical model More >
Graphic Abstract
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