基于形状记忆合金橡胶碰撞缓冲器的相邻单自由度结构地震碰撞减震分析

张璞; 李素超; 方庆贺; 王辰宇; 王志远

doi:10.13204/j.gyjzG21052502

基于形状记忆合金橡胶碰撞缓冲器的相邻单自由度结构地震碰撞减震分析

doi: 10.13204/j.gyjzG21052502

张璞¹,
李素超^1,2,
方庆贺^1,2, ,,
王辰宇²,
王志远¹

1. 哈尔滨工业大学结构工程灾变与控制教育部重点实验室, 哈尔滨 150090;
2. 哈尔滨工业大学(威海)土木工程系, 山东威海 264209

基金项目:

山东省自然科学基金面上项目资助(ZR2020ME247)。

国家重点研发计划项目资助(2018YFC0809400)

详细信息

作者简介:
张璞,男,1993年出生,博士研究生。

通讯作者:
方庆贺,男,1989年出生,博士,qinghefang@hit.edu.cn。

计量
- 文章访问数: 134
- HTML全文浏览量: 25
- PDF下载量: 5
- 被引次数: 1
出版历程
- 收稿日期: 2021-05-25
- 网络出版日期: 2022-03-29

SEISMIC IMPACT DAMPING MECHANISMS OF SHAPE MEMORY ALLOY PSEUDO-RUBBER ABSORBERS ON ADJACENT SDOF STRUCTURES

1. Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology,Harbin 150090, China;
2. Department of Civil Engineering, Harbin Institute of Technology at Weihai,Weihai 264209, China

摘要

摘要: 相邻结构在强震作用下的碰撞会引起加速度放大、应力损伤甚至破坏。基于形状记忆合金橡胶的非线性应变硬化和摩擦耗能特性,对比研究相邻单自由度结构体系在安装/未安装形状记忆合金橡胶垫情况下的地震碰撞过程,分析形状记忆合金橡胶垫轴向刚度对结构碰撞减震指标的影响规律。研究表明:形状记忆合金橡胶碰撞缓冲器具有高弹性、高阻尼和非线性硬化的特性,能够延长碰撞作用时间,有效降低结构碰撞响应,降低幅度在90%以上;轴向刚度是其碰撞减震控制效果的敏感参数,减震控制效果随轴向刚度降低而增加。
- 形状记忆合金橡胶 /
- 非线性应力硬化 /
- 地震碰撞 /
- 单自由度结构 /
- 碰撞缓冲
Abstract: Impact of adjacent structures may cause acceleration amplification, stress damage even collapse during strong ground motions. Based on the characteristics of nonlinear strain hardening and friction energy dissipation in shape memory alloy pseudo-rubber(SMAPR), the seismic impact processes in adjacent single-degree-freedom(SDOF) structures with/without SMAPR absorber were compared, and parametric analysis was conducted to study the effects of axial stiffness of SMAPR on structure impact pounding response. The results showed that SMAPR was characterized by high elasticity, high damping and nonlinear strain hardening, which could prolong the impact time, and effectively reduce the impact response over 90%. Axial stiffness was the sensitive parameter to affect the control response, and the response of shock absorption increased with the decrease of axial stiffness.
- shape memory alloy pseudo-rubber /
- nonlinear stress hardening /
- seismic impact /
- SDOF structure /
- shock absorption

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参考文献(17)

[1]	BI K,HAO H.Numerical Simulation of Pounding Damage to Bridge Structures Under Spatially Varying Ground Motions[J].Engineering Structures,2013,46:62-76.
[2]	CHOUW N,HAO H.Significance of SSI and Non-Uniform Near-Fault Ground Motions in Bridge Response Ⅱ:Effect on Response with Modular Expansion Joint[J].Engineering Structures,2008,30(1):154-162.
[3]	成尖端.门式起重机碰撞缓冲器的选型与设计计算[J].铁道货运,2009,183(2):43-45.
[4]	昌琴.磁流变缓冲器碰撞缓冲性能测试方法研究[D].重庆:重庆交通大学,2019.
[5]	GUO A X,LI Z J,LI H.Experimental and Analytical Study on Pounding Reduction of Base-Isolated Highway Bridges Using MR Dampers[J].Earthquake Engineering and Structural Dynamics,2009,38(11):1307-1333.
[6]	ARSAVA K S,KIM Y.Modeling of Magnetorheological Dampers Under Various Impact Loads[J].Shock and Vibration,2015,12:1-20.
[7]	WILDE K,GARDONI P,FUJINO Y.Base Isolation System with Shape Memory Alloy Device for Elevated Highway Bridges[J].Journal of Engineering Structures,2000,22:222-239.
[8]	HAN Y L,LI Q S,LI A Q,et al.Structural Vibration Control by Shape Memory Alloy Damper[J].Earthquake Engineering and Structural Dynamics,2003,32:483-494.
[9]	LI H,MAO C X,OU J P.Experimental and Theoretical Study on Two Types of Shape Memory Alloy Devices[J].Earthquake Engineering and Structural Dynamics,2008,37:407-426.
[10]	LI H,LIU M,OU J P.Vibration Mitigation of a Stay Cable with One Shape Memory Alloy Damper[J].Structural Control and Health Monitoring,2004,11(1):21-36.
[11]	OCEL J,DESROCHES R,LEON R T,et al.Steel Beam-Column Connections Using Shape Memory Alloys[J].Journal of Structural Engineering,2004,130(5):732-740.
[12]	ZHU S,ZHANG Y.Seismic Behavior of Self-Centring Braced Frame Buildings with Reusable Hysteretic Damping Brace[J].Earthquake Engineering and Structural Dynamics,2007,36:1329-1346.
[13]	李忠献,陈海泉,刘建涛.应用SMA复合橡胶支座的桥梁隔震[J].地震工程与工程振动,2002,22(2):143-148.
[14]	陈海泉.应用形状记忆合金的大跨桥梁结构振动控制理论研究和振动台试验[D].天津:天津大学,2003.
[15]	LI S C,MAD C X.Mechanical Properties and Theoretical Modeling of Self-Centering Shape Memory Alloy Pseudo-Rubber[J].Smart Materials and Structures,2011,20:1-16.
[16]	李宇燕,黄协清,毛文雄.金属橡胶三次非线性干摩擦系统振动响应计算方法研究[J].航空材料学报,2004,24(6):56-60.
[17]	PRAVEEN K,MALHOTRA P K.Dynamics of Seismic Pounging at Expansion Joints of Concrete Bridges[J].Journal of Engineering Mechanics,1998,124(7):794-802.