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NiTi合金球节点在抗震网架结构中的力学性能分析 被引量:1

ANALYSIS ON MECHANICAL PROPERTY OF NITI ALLOY SPHERIC NODE IN ASEISMIC GRID STRUCTURE
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摘要 NiTi形状记忆合金(简称SMA)的材料性能优越,但对其球节点球形式的应力、应变分布规律及承载力等方面的研究还是一片空白。该研究中,以唯象学模型为基础,选用双线性等向强化塑性模型,并使用等向强化屈服准则,分析了静荷载和地震波两种类型荷载,得出:(1)SMA材料球节点弹性变形大,可较好地缓解外荷载所带来的破坏影响;(2)SMA球节点具有良好的延展和韧性特性,是一种典型的延性结构体系;(3)SMA球节点可有效地抑制球节点结构在地震荷载下的响应。 NiTi shape memory alloy (SMA) has superior material property, but no research has been made on stress, strain distribution law and bearing capacity of spheric node made of NiTi alloy. This research is based on the phenomenological model and uses bilinear isotropic reinforcing plastic model and isotropic reinforcing yield rule to analyze static load and seismic wave and the research results find that:(1) SMA spheric node has strong elastic deformation and could favorably alleviate the damage influence caused by external load; (2) SMA spheric node has favorable ductibility and tenacity, it is a typical ductile structure system; (3) SMA spheric node could effectively prevent the response of spheric node structure under earthquake load.
出处 《建筑技术》 2012年第10期899-902,共4页 Architecture Technology
基金 国家自然科学基金项目(51104128) 住房和城乡建设部科技计划项目(2011-K3-3) 江苏省高校自然科学研究计划项目(10KJD560003)
关键词 网架结构 抗震 NiTi形状记忆合金 空心球节点 超弹性 延性结构 唯象学模型 grid structure aseismic NiTi shape memory alloy hollow spheric node superelasticity ductilestructure phenomenological model
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参考文献2

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  • 1薛素铎,董军辉,卞晓芳,李彬双.一种新型形状记忆合金阻尼器[J].建筑结构学报,2005,26(3):45-50. 被引量:44
  • 2庄鹏,薛素铎,李彬双.SMA-橡胶支座隔震系统的动力响应研究[J].振动与冲击,2006,25(3):85-89. 被引量:16
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  • 4Dolce M, Cardone D, Marnetto R. Implementation and Testing of Passive Control Devices based on Shape Memory Alloys [J]. Earthquake Engnineering and Structural Dynamics, 2000, 29: 945-968.
  • 5Dolce M, Cardone D, Ponzo F, et al. Shaking TabLe Tests on Re-.nforced Concrete Frames without and with Passive Control Systems [J]. Earthquake Engnineering and Structural Dynamics, 2005, 34: 1687- 1717.
  • 6Ozbulut O, Hurlebaus S. Optimal Design of Superelastic-friction Base Isolators for Seismic Protection of Highway Bridges against Near-Field Earthquakes[J]. Earthquake Engineering and Structural Dynamics, 2011, 40: 273-291.
  • 7Cardone D, Perrone G, Sofia S. Numerical Studies on the Seismic Retrofit of Bridges Using Shape Memory Alloys[J]. Journal of Material Engineering and Performance, 2011, 20: 535-543.
  • 8Bhuiyan A, Alam M. Seismic Vulnerability Assessment of a Multi-Span Continuous Highway Bridge Fitted with Shape Memory Alloy Bars and Laminated Rubber Bearing[J]. Earthquake Spectra, 2012, 28(4): 1379- 1404.
  • 9陈鑫,李爱群,丁幼亮,刘涛.空间网架结构形状记忆合金隔震研究[J].工程力学,2010,27(9):86-93. 被引量:15
  • 10陈鑫,李爱群,左晓宝,丁幼亮.新型形状记忆合金隔震支座设计与分析[J].振动与冲击,2011,30(6):256-260. 被引量:17

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