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HomeKey Engineering MaterialsKey Engineering Materials Vol. 777Dynamic Mechanical Behavior of Aluminum Alloy...

Dynamic Mechanical Behavior of Aluminum Alloy Mortise-and-Tenon T-Joints

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Abstract:

An experimental investigation was conducted on aluminum alloy mortise-and-tenon T-joints (MT-joints) under dynamic cyclic loading. The MT-joints strengths, stiffness, failure characteristics, hysteresis curves, skeleton curves, restoring force models and energy dissipation curves of the joints have been reported. It’s shown from the experiment that main failure modes of the MT-joints are plastic deformation of squeezing area and tenon divorced from joint. And MT-joints structure is a typical semi-rigid connection that can withstand both rotation and bending moment.

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Advanced Materials and Engineering Materials VII

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Periodical:

Key Engineering Materials (Volume 777)

Pages:

533-537

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.777.533

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Online since:

August 2018

Authors:

Hui Yuan Xiong, Zhi Peng Luo*

Keywords:

Dynamic Mechanical Behavior, Failure Modes, Hysteresis Curves, MT-Joints

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© 2018 Trans Tech Publications Ltd. All Rights Reserved

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[1] Harada M, Hayashi Y, Hayashi T, et al. Effect of moisture content of members on mechanical properties of timber joints, J. Journal of wood science. 2005, 51(3): 282-285.

DOI: 10.1007/s10086-004-0656-9

[2] Yue Z. Traditional chinese wood structure joints with an experiment considering regional differences, J. International Journal of Architectural Heritage. 2014, 8(2): 224-246.

DOI: 10.1080/15583058.2012.688179

[3] Xie Q F, Du B, Xiang W, et al.Experimental study on seismic behavior and size effect of dovetail mortise-tenon joints of ancient timber buildings, J. Journal of Building Structure. 2015, 36(03): 112-20.

[4] Chen C C, Qiu H X, Bao Y N. Study on the flexural mechanical model of straight mortise-tenon joints in the base of melon-column, J. Journal of Hunan University. (2015).

[5] Song X, Jingyu S U, Guo X, et al. A review of research on seismic performance of mortise-tenon joints in chinese ancient timber buildings, J. World Earthquake Engineering. 2014, 30(1):12-22.

[6] Chen C C, Qiu H X, Xu M G. Experimental study on flexural behavior of typical mortise-tenon joints, J. Applied Mechanics & Materials. 2014, 578-579:160-163.

DOI: 10.4028/www.scientific.net/amm.578-579.160

[7] Rohana H, Azmi I, Zakiah A. Shear and bending performance of mortise and tenon connection fastened with dowel, J. Journal of Tropical Forest Science. 2010, 22(4):425-432.

[8] Judd J P, Fonseca F S, Walker C R, et al. Tensile strength of varied-angle mortise and tenon connections in timber frames, J. Journal of Structural Engineering. 2012, 138(5):636-644.

DOI: 10.1061/(asce)st.1943-541x.0000468

[9] Chun Q, Meng Z, Han Y. Research on mechanical properties of main joints of chinese traditional timber buildings with the type of post-and-lintel construction, J. International Journal of Architectural Heritage. (2016).

DOI: 10.1080/15583058.2016.1204487

[10] Zhao H T, Zhang H Y, Xue J Y, et al. The stiffiness analysis on the characteristic of mortise-tenon joint in historical timber buildings, J. Journal of Xian University of Architecture & Technology. 2009, 41(4):450-454.

[11] Sandberg L B, Bulleit W M, Reid E H. Strength and stiffness of oak pegs in traditional timber-frame joints, J. Journal of Structural Engineering. 2000, 126(126):717-723.

DOI: 10.1061/(asce)0733-9445(2000)126:6(717)

[12] Ebrahimi G, Eckelman C A, Derikvand M. Bending moment capacity of mortise and loose-tenon joints, J. Wood & Fiberence. 2014, 46(2):159-166.

DOI: 10.1007/s11676-014-0479-5

[13] Shi Y J, Cheng M, Wang Y Q. Application and study of aluminum alloy in building structures, J. Building Science. (2005).

[14] Cheng M, Shi Y J, Wang Y Q. Connection of aluminum members and design method, J. Building Science. (2006).

[15] Xiao S N, Jia Y. Strength analysis of rivet and bolt joint structure in aluminum alloy car body of high-speed train, J. Electric Locomotives & Mass Transit Vehicles. (2004).

[16] Paik J K. Mechanical properties of friction stir welded aluminum alloys 5083 and 5383, J. International Journal of Naval Architecture & Ocean Engineering. 2009, 1(1):39-49.

DOI: 10.3744/jnaoe.2009.1.1.039

[17] Baldan A. Adhesion phenomena in bonded joints, J. International Journal of Adhesion & Adhesives, 2012, 38(4):95-116.

DOI: 10.1016/j.ijadhadh.2012.04.007