Experimental study on seismic performance and deformation damage of loose dovetail-tenon joints in ancient timber structures

• Published in: Structures (Oxford) Vol. 54; pp. 541 - 555
• Main Authors: Bai, Fuyu, Fan, Zekai, Xue, Jianyang, Wu, Chenwei, Hu, Chengming, Li, Jiaxu
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.08.2023
• Subjects: Ancient timber structures; Deformation damage; Dovetail-tenon joints; Looseness; Seismic performance; Deformation damage; Looseness; Dovetail-tenon joints; Seismic performance; Ancient timber structures
• ISSN: 2352-0124; 2352-0124
• DOI: 10.1016/j.istruc.2023.05.059

•Looseness leads to the decrease of bearing capacity and stiffness of the joints.•As the looseness increases, the amount of joints pulled out drops significantly.•As the looseness increases, the deformation damage of the joints hysteresis.•The deformation damage of dovetail-tenon joints is tensile before shear. A looseness is typical damage for mortise-tenon joints in ancient timber structures. The tenon of the loose dovetail-tenon joints is prone to be pulled out, leading to joint failure in the earthquake. Hence, it is necessary to investigate the seismic performance and deformation damage of loose dovetail-tenon joints. This study conducts pseudo-static and acoustic emission (AE) tests on three full-scaled dovetail-tenon joints to determine the four stress stages of each joint, including slight damage, medium damage, severe damage, and nearly failure. It examines the hysteretic and skeleton curve, stiffness and strength degradation, energy dissipation performance, and the variation raw of the amount of tenon pulled out at each stage. The deformation damage mode, damage degree, and damage evolution equation of the joint at each stage are obtained based on the AE characteristic parameters measured at each stage. The results indicate that as the rotation angle increases, each joint's stiffness and energy dissipation capacity decrease, while the joint bending moment rises and then reduces, and the amount of tenon pulled out increases. The greater the degree of looseness, the lower the bearing capacity of each joint, and the more pronounced the degradation of stiffness and strength. At each stage, the maximum decrease of initial stiffness is 85.75%, and the maximum amount of tenon pulled out is 93 mm. The failure modes of joints are mainly tenon pulled out failure, and extrusion deformation greatly influences the tenon pulled out failure. As the degree of looseness grows, joints are more prone to severe deformation damage under large rotation angles. At the slight and medium stages, the joints primarily suffer from tensile damage of material, but at the severe damage and nearly failure stage, they mainly suffer from shear damage of material. The damage value of each joint increases with the relative stress ratio, and looseness significantly impacts the damage degree of the joint.