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A platform for research: civil engineering, architecture and urbanism
Cyclical behavior of timber mortise-tenon joints strengthened with shape memory alloy: experiments and moment-rotation model
This article presents the results of a study on the cyclical behavior of mortise-tenon joints strengthened with shape memory alloy (SMA) wires. Four 1/3.52 scaled joint specimens reinforced with different number of SMA wires were subjected to low-cyclic reversed loading tests and the moment-rotation hysteretic curves were obtained. The cyclic behavior of joints strengthened with SMA were compared with that of joints strengthened with conventional reinforcement methods, such as cramp, carbon fiber, steel pins, U-shaped hoop, angle steel, curved plate, etc. Results indicated that the strength, stiffness, and energy dissipation capacity of the mortise-tenon joints strengthened with SMA were improved markedly. The residual deformation of the mortise-tenon joints strengthened with SMA is approx. 20% less than that strengthened with the conventional strengthening methods. A nonlinear model composed of one three-parameter power function and one straight line was presented for the moment-rotation of the mortise-tenon joints and good agreement between predictions and tests were observed.
Cyclical behavior of timber mortise-tenon joints strengthened with shape memory alloy: experiments and moment-rotation model
This article presents the results of a study on the cyclical behavior of mortise-tenon joints strengthened with shape memory alloy (SMA) wires. Four 1/3.52 scaled joint specimens reinforced with different number of SMA wires were subjected to low-cyclic reversed loading tests and the moment-rotation hysteretic curves were obtained. The cyclic behavior of joints strengthened with SMA were compared with that of joints strengthened with conventional reinforcement methods, such as cramp, carbon fiber, steel pins, U-shaped hoop, angle steel, curved plate, etc. Results indicated that the strength, stiffness, and energy dissipation capacity of the mortise-tenon joints strengthened with SMA were improved markedly. The residual deformation of the mortise-tenon joints strengthened with SMA is approx. 20% less than that strengthened with the conventional strengthening methods. A nonlinear model composed of one three-parameter power function and one straight line was presented for the moment-rotation of the mortise-tenon joints and good agreement between predictions and tests were observed.
Cyclical behavior of timber mortise-tenon joints strengthened with shape memory alloy: experiments and moment-rotation model
Xie, Qifang (author) / Zhang, Lipeng (author) / Zhou, Weijian (author) / Wang, Long (author) / Zhou, Tiegang (author)
International Journal of Architectural Heritage ; 13 ; 1209-1222
2019-11-17
14 pages
Article (Journal)
Electronic Resource
English
Flexural behaviour of timber dovetail mortise–tenon joints
| Online Contents | 2016
Flexural behaviour of timber dovetail mortise–tenon joints
| British Library Online Contents | 2016
Flexural behaviour of timber dovetail mortise–tenon joints
| Elsevier | 2016
Flexural behaviour of timber dovetail mortise–tenon joints
| British Library Online Contents | 2016
Flexural behaviour of timber dovetail mortise–tenon joints
| British Library Online Contents | 2016