Novel Self-Centering Negative Stiffness Damper Based on Combination of Shape Memory Alloy and Prepressed SpringsSource: Journal of Aerospace Engineering:;2018:;Volume ( 031 ):;issue: 006Author:Liu Min;Zhou Peng;Li Hui
DOI: 10.1061/(ASCE)AS.1943-5525.0000926Publisher: American Society of Civil Engineers
Abstract: This paper proposes a novel self-centering negative stiffness damper (SCNSD), which combines superelastic shape memory alloy (SMA) and prepressed springs in parallel for damping enhancement. A mechanical model of the damping force is established and experimental tests are conducted for verification. The influence of the negative stiffness provided by the prepressed springs is investigated by parametric analysis. A single-degree-of-freedom (SDOF) structure is used as a case to study the damping effectiveness of the proposed damper. The low limit of the negative stiffness is established, and the additional equivalent damping ratio is deduced theoretically. Frequency response under harmonic excitation is evaluated by using the average method. Numerical simulation is carried out to explore the damping effectiveness of the SCNSD for suppressing the seismic response of the SDOF structure. These numerical simulation results show that the SCNSD can achieve a larger damping ratio due to the effect of the negative stiffness, and the acceleration and displacement response of the SDOF system can be reduced remarkably.
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contributor author | Liu Min;Zhou Peng;Li Hui | |
date accessioned | 2019-02-26T07:37:46Z | |
date available | 2019-02-26T07:37:46Z | |
date issued | 2018 | |
identifier other | %28ASCE%29AS.1943-5525.0000926.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4248377 | |
description abstract | This paper proposes a novel self-centering negative stiffness damper (SCNSD), which combines superelastic shape memory alloy (SMA) and prepressed springs in parallel for damping enhancement. A mechanical model of the damping force is established and experimental tests are conducted for verification. The influence of the negative stiffness provided by the prepressed springs is investigated by parametric analysis. A single-degree-of-freedom (SDOF) structure is used as a case to study the damping effectiveness of the proposed damper. The low limit of the negative stiffness is established, and the additional equivalent damping ratio is deduced theoretically. Frequency response under harmonic excitation is evaluated by using the average method. Numerical simulation is carried out to explore the damping effectiveness of the SCNSD for suppressing the seismic response of the SDOF structure. These numerical simulation results show that the SCNSD can achieve a larger damping ratio due to the effect of the negative stiffness, and the acceleration and displacement response of the SDOF system can be reduced remarkably. | |
publisher | American Society of Civil Engineers | |
title | Novel Self-Centering Negative Stiffness Damper Based on Combination of Shape Memory Alloy and Prepressed Springs | |
type | Journal Paper | |
journal volume | 31 | |
journal issue | 6 | |
journal title | Journal of Aerospace Engineering | |
identifier doi | 10.1061/(ASCE)AS.1943-5525.0000926 | |
page | 4018100 | |
tree | Journal of Aerospace Engineering:;2018:;Volume ( 031 ):;issue: 006 | |
contenttype | Fulltext |