Engineering Mechanics ›› 2018, Vol. 35 ›› Issue (6): 52-57,67.doi: 10.6052/j.issn.1000-4750.2017.01.0066

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EXPERIMENTAL AND NUMERICAL ANALYSIS OF AN INNOVATIVE RE-CENTERING SHAPE MEMORY ALLOYS-SHEARING LEAD DAMPER

LIU Ming-ming, LI Hong-nan, FU Xing   

  1. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian, Liaoning 116024, China
  • Received:2017-01-16 Revised:2017-04-23 Online:2018-06-25 Published:2018-07-11

Abstract: An innovative re-centering shape memory alloys-shearing lead damper was proposed based on the super-elasticity of shape memory alloys (SMAs) and the energy dissipation property of lead when yield. Consisting of SMA, shearing leads and springs, the damper presented a high energy-dissipation and re-centering capability with a simple structural configuration and was easy to manufacture. A model of the damper was made and tested to study the impact of different loading rates and displacement amplitudes on its mechanical properties under cyclic loadings. A theoretical model of the damper was proposed to simulate its mechanical properties. The results proved that the damper had a stable hysteretic behavior under cyclic loadings. By using SMA and lead working together, the damper showed a good energy dissipation capability. The re-centering spring introduced a good re-centering ability of the damper. The numerical results agreed well with the test data, which proves that the proposed model is valid.

Key words: structural vibration control, re-centering damper, shape memory alloys, shearing lead, re-centering spring, numerical simulation

CLC Number: 

  • TU352.1
[1] 李宏男, 阎石, 林皋. 智能结构控制发展综述[J]. 地震工程与工程振动, 1999,19(2):29-36. Li Hongnan, Yan Shi, Lin Gao. State-of-the-art review for intelligent structural control[J]. Earthquake Engineering and Engineering Vibration, 1999, 19(2):29-36. (in Chinese)
[2] Song T T, Dargush G F. Passive energy dissipation systems in structural engineering[M]. Chichester:John Wiley&Sons, 1997:35-41.
[3] 李宏男, 李忠献, 祁皑, 等. 结构振动与控制[M]. 北京:中国建筑工业出版社, 2005:60-80. Li Hongnan, Li Zhongxian, Qi Ai, et al. Structure vibration and control[M]. Beijing:China Architecture Industry Press, 2005:60-80. (in Chinese)
[4] 周云, 林绍明. 带耗能减震层框架-核心筒结构的简化模型与减震机理研究[J]. 工程力学, 2016, 33(2):136-144. Zhou Yun, Lin Shaoming. Research on a simplified model and energy dissipation mechanism of frame-core tube structure with energy-dissipation story[J]. Engineering Mechanics, 2016, 33(2):136-144. (in Chinese)
[5] 缪志伟, 宋前恩, 李爱群. 减震设计与抗震设计RC框架结构抗地震倒塌能力对比[J]. 工程力学, 2016, 33(8):24-31. Miu Zhiwei, Song Qianen, Li Aiqun. Comparison of collapse-resistance capacities of RC frames with and without dampers[J]. Engineering Mechanics, 2016, 33(8):24-31. (in Chinese)
[6] Monti M D, Shaw I R, Ferguson W G, et al. High strain shear of lead[C]//The Minerals Metals MYM Materials Society, Modeling the Mechanical Response of Structural Materials, 1998:63-69.
[7] 李冀龙, 欧进萍. 铅剪切阻尼器的阻尼力模型与设计[J]. 工程力学, 2006, 23(4):67-73. Li Jilong, Ou Jinping. Damping force models and designs of lead shear dampers[J]. Engineering Mechanics, 2006, 23(4):67-73. (in Chinese)
[8] 王铁英, 王艳武, 王焕定, 等. 钢铅组合耗能器力学性能试验研究[J]. 工程力学, 2005, 22(2):149-154. Wang Tieying, Wang Yanwu, Wang Huanding, et al. Experimental study of mechanical properties of steel-lead mixed dampers[J]. Engineering Mechanics, 2005, 22(2):149-154. (in Chinese)
[9] 辛亚军, 王焕定, 程树良. 新型钢铅组合耗能器试验研究[J]. 工程力学, 2007, 24(3):126-130. Xin Yajun, Wang Huanding, Cheng Shuliang. Experimental study of new combined steel lead damper[J]. Engineering Mechanics, 2007, 24(3):126-130. (in Chinese)
[10] Rojob H, El-Hacha R. Self-prestressing using iron-based shape memory alloy for flexural strengthening of reinforced concrete beams[J]. Engineering Structures, 2017, 114(2):523-532.
[11] Song G, Ma N, Li H N. Applications of shape memory alloys in civil structures[J]. Engineering Structures, 2005, 28(9):1266-1274.
[12] Robert C K, Jack H, Steve S. Structural damping with shape memory alloys:one class device[C]//Proceedings of SPIE. San Diego, United States, SPIE, 1995, 2445:225-240.
[13] Dolce M, Cardone D, Marnetto R. Implementation and testing of passive control devices based on shape memory alloys[J]. Earthquake Engineering and Structural Dynamics, 2000, 29(7):945-968.
[14] Ma H, Yam M C H. Modelling of a self-centering damper and its application in structural control[J]. Journal of Constructional Steel Research, 2011, 67(4):656-666.
[15] 彭刚, 姜袁. 利用SMA开发耗能阻尼器的实验研[J]. 工程力学, 2004, 21(2):183-187. Peng Gang, Jiang Yuan. Experimental investigation of development of SMA damper[J]. Engineering Mechanics, 2004, 21(2):183-187. (in Chinese)
[16] 邢德进, 李忠献. 应用SMA智能阻尼器的结构模糊控制[J]. 工程力学, 2008, 25(10):224-228. Xing Dejin, Li Zhongxian. Fuzzy control of structures using SMA smart damper[J]. Engineering Mechanics, 2008, 25(10):224-228. (in Chinese)
[17] 任文杰, 李宏男. 单自由度SMA阻尼结构在高斯白噪声激励下的平稳随机振动分析[J]. 工程力学, 2014, 31(2):35-40. Ren Wenjie, Li Hongnan. Analyses of stationary random vibration of single-degree-of-freedom structure with shape memory alloy damper subjected to Gaussian white noise excitation[J]. Engineering Mechanics, 2014, 31(2):35-40. (in Chinese)
[18] 钱辉, 李宏男, 任文杰, 等. 形状记忆合金复合摩擦阻尼器设计及试验研究[J]. 建筑结构学报, 2011, 32(9):58-64. Qian Hui, Li Hongnan, Ren Wenjie, et al. Experimental investigation of an innovative hybrid shape memory alloys friction damper[J]. Journal of Building Structures, 2011, 32(9):58-64. (in Chinese)
[19] Ren W, Li H N, Song G. Design and numerical evaluation of an innovative multi-directional shape memory alloy damper[C]//The 14th International Symposium on:Smart Structures and Materials & Nondestructive Evaluation and Health Monitoring. International Society for Optics and Photonics, San Diego, United States, SPIE, 2007:65251M-1-65251M-9.
[20] 钱辉, 李宏男, 宋钢兵. 基于塑性理论的形状记忆合金本构模型、试验和数值模拟[J]. 功能材料, 2007, 38(7):1114-1118. Qian Hui, Li Hongnan, Song Gangbing. Constitutive model of shape memory alloy based on plastic theory:experiment and simulation[J]. Journal of Functional Materials, 2007, 38(7):1114-1118. (in Chinese)
[21] 彭凌云, 闫维明, 何浩祥. 板式剪切型铅阻尼器的试验研究及有限元分析[J]. 振动与冲击, 2010, 29(1):183-187. Peng Lingyun, Yan Weiming, He Haoxiang. Finite element analysis and testing of a plate type shear lead damper[J]. Journal of Vibration and Shock, 2010, 29(1):183-187. (in Chinese)
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