Experimental Study on Flexural Behavior of Typical Mortise-Tenon Joints

Chun Chao Chen; Hong Xing Qiu; Ming Gang Xu

doi:10.4028/www.scientific.net/AMM.578-579.160

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Experimental Study on Flexural Behavior of Typical...

Experimental Study on Flexural Behavior of Typical Mortise-Tenon Joints

Abstract:

The same two straight mortise-tennon joints in the base of melon-column (SJ for short) and penetrated mortise-tennon joints (PJ for short) were made with related rules. Relations of moment-rotation, length of the tenon pulled out-rotation and failure modes were got through monotonic loading test. Experimental study showed the main damage type of SJ was pulling out, while two damage types of PJ were bending damage and transverse tearing failure respectively. When under the action of bending moment, the resisting torque of SJ was synthesized by vertical load of columns, while that of PJ was mainly synthesized by local compresssive stress and friction on upper and lower surface of the tennon. In addition, the pulling size of tennons was associated with the heigth of tenon and relative rotation of beam and column.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

160-163

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.160

Citation:

Cite this paper

Online since:

July 2014

Authors:

Chun Chao Chen*, Hong Xing Qiu, Ming Gang Xu

Keywords:

Ancient Timber Structures, Failure Mode, Flexural Behavior, Mortise-Tenon Joints

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References

[1] Yang Yadi, Du Jinglin, Li Guirong. [J]. WORLD INFORMATION ON EARTHQUAKE ENGINEERING, 2000, 16(3): 12-16 (in Chinese).

Google Scholar

[2] Li Tieying. The Main Structural Damages and Damage Mechanism Analysis on Yingxian Wooden Tower [D]. Taiyuan: Taiyuan: University of Technology, 2004 (in Chinese).

Google Scholar

[3] Ge Hongpeng. Experimental Study on Seismic Behavior of Chinese Ancient Wooden Building with Strengthened Mortise-Tenon [D]. Xi'an: Xi'an University of Architecture and Technology, 2004 (in Chinese).

Google Scholar

[4] Li Qi. Study of Rabbets and Mechanical properties and Seismic Performance of timber frame of Chinese historic timber buildings [D]. Xi'an: Xi'an University of Architecture and Technology, 2008 (in Chinese).

Google Scholar

[5] Sui Yan, Zhao Hongtie, Xue Jianyang, et al. [J]. China Civil Engineering Journal, 2011, 44(1): 50-57 (in Chinese).

Google Scholar

[6] Wang Junxin. Static and Dynamic Analysis of Mortise-tenon Connection Timber Structure [D]. Kunming: Kunming University of Science & Technology, 2008 (in Chinese).

Google Scholar

[7] XU Minggang. Study of Aseismatic Behavior of Mortise-Tenon Joints in Chinese Ancient Timber Buildings [D]. Nanjing: Southeast University, 2011 (in Chinese).

Google Scholar

[8] Chang W S, Hsu M F, Chen C J. Estimating Rotational Stiffness of Timber Joints by Using Fractional Factorial Experiments Combined with Computer Simulation [C]/ 8th World Conference on Timber Engineering. Lahti: WCTE, 2004: 101-106.

Google Scholar

[9] Shanks J, Walker P. Testing of Traditional Connections in Green Oak Carpentry [C]/ 8th World Conference on Timber Engineering. Lahti: WCTE, 2004: 183-186.

Google Scholar

[10] Han S R, Lee J J. Mechanical Performance of Korean Traditional Wooden Bulding of the Column-girder Tenon-joint by Joint Type [C]/ 9th World Conference on Timber Engineering. Portland: WCTE, 2006: 23.

Google Scholar