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Experimental study on the mechanical property of very short shear link with shear slotted bolted connection
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Bo ZHANG1, 2, 3, Yigang JIA2, 3, Chao LIU3, Guangyu WU2, 3, Dalang LI1, Shujun HU3
Earthquake Engineering and Engineering Dynamics | 2024, 44(2) : 116 - 125
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Earthquake Engineering and Engineering Dynamics | 2024, 44(2): 116-125
Experimental study on the mechanical property of very short shear link with shear slotted bolted connection
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Bo ZHANG1, 2, 3, Yigang JIA2, 3, Chao LIU3, Guangyu WU2, 3, Dalang LI1, Shujun HU3
Affiliations
  • 1.China Nerin Engineering Co., Ltd., Nanchang 330031, China
  • 2.Design and Research Institute, Nanchang University, Nanchang 330001, China
  • 3.School of Infrastructure Engineering, Nanchang University, Nanchang 330031, China
doi: 10.13197/j.eeed.2024.0213
Outline
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An innovative amalgamation of the very short shear link (VSSL) and shear slotted bolted connection (SSBC), referred to as the VSSL-SSBC, ingeniously enhances the ductility and energy dissipation capacity of the VSSL, resulting in minimal damage. Consequently, the seismic resilience of eccentrically braced frames is markedly augmented. Cyclic loading tests were carried on a VSSL specimen, three VSSL-SSBC specimens with friction slip and a VSSL-SSBC specimen with ultimate deformation respectively, so the failure modes, hysteretic curves, bond curves and mechanical curves can be investigated. The experimental findings indicate that the mechanical property of the VSSL-SSBC exhibits a bifurcated developmental trajectory, characterized by initial stages involving friction slip within the SSBC and subsequent severe damage within the VSSL. Moreover, the ultimate bearing capacity and failure mechanisms of the VSSL-SSBC are observed to be congruent with those of the standalone VSSL. As for the mechanical curves, the VSSL exhibits distinct stages, encompassing elastic, elastic-plastic, and failure phases. In contrast, the SSBC is characterized by an initial elastic and subsequent slip phase. The VSSL-SSBC, a hybrid configuration, undergoes an extended sequence of elastic, slip, elastic-plastic, and failure stages. Notably, the deformation and damage of the VSSL within the VSSL-SSBC are significantly mitigated at equivalent displacements when compared to the standalone VSSL.Ultimately, the utilization of the finite element method (FEM) has been employed to corroborate the hysteretic curve and failure mechanisms with specimen VSSL-SSBC. The findings from the FEM simulations demonstrate a high degree of concordance with the experimental data.

very short shear link with shear slotted bolted connection (VSSL-SSBC)  /  mechanical property  /  very short shear link (VSSL)  /  shear slotted bolted connection (SSBC)  /  hysteretic curve
Bo ZHANG, Yigang JIA, Chao LIU, Guangyu WU, Dalang LI, Shujun HU. Experimental study on the mechanical property of very short shear link with shear slotted bolted connection[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (2) : 116 -125 . DOI: 10.13197/j.eeed.2024.0213
Year 2024 volume 44 Issue 2
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Article Info
doi: 10.13197/j.eeed.2024.0213
  • Receive Date:2022-12-27
  • Online Date:2026-03-30
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  • Received:2022-12-27
  • Revised:2023-03-14
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Affiliations
    1.China Nerin Engineering Co., Ltd., Nanchang 330031, China
    2.Design and Research Institute, Nanchang University, Nanchang 330001, China
    3.School of Infrastructure Engineering, Nanchang University, Nanchang 330031, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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