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Experimental Study on Mechanical Properties of Shear-type Mild Steel Damper

Weizhi Xu, Shuguang Wang, Weiqing Liu, and Dongsheng Du
Nanjing Tech University, Nanjing, China

Abstract—Because of its good energy dissipation capacity and stable performance, the mild steel damper is widely applied in energy dissipation structure. The theoretical model of shear type metal damper was analyzed and calculation formula of the main mechanical parameters was established. Material test of domestic steel BLY160 and Q235 was conducted. On the basis of theoretical analysis and material performance, two groups of dampers with the same dimension but different energy dissipation materials were designed and made. Pseudo-static test on the two groups of specimens was carried out. The test results show that the hysteretic curves of mild steel dampers were full and mechanical properties were stable. Yield strength, yield displacement and other mechanical parameters showed small dispersion. Under Low cycle fatigue loading with ±20mm displacement, the performance of damper with BLY160 was better than that made by Q235.

Index Terms—mild steel damper, hysteretic energy dissipation, yield force, fatigue

Cite: Weizhi Xu, Shuguang Wang, Weiqing Liu, and Dongsheng Du, "Experimental Study on Mechanical Properties of Shear-type Mild Steel Damper," International Journal of Structural and Civil Engineering Research, Vol. 9, No. 1, pp. 57-63, February 2020. doi: 10.18178/ijscer.9.1.57-63

Copyright © 2020 by the authors. This is an open access article distributed under the Creative Commons Attribution License (CC BY-NC-ND 4.0), which permits use, distribution and reproduction in any medium, provided that the article is properly cited, the use is non-commercial and no modifications or adaptations are made.