期刊文献+

形状记忆合金受弯杆横截面上的应力分布 被引量:2

Stress Distribution on Cross-Section of Bending Bar of Shape Memory Alloys
下载PDF
导出
摘要 从Brinson本构理论出发 ,将材料沿构件的纵向等效成若干纤维丝的组合 ,并假定在受力时由这些纤维丝组合而成的横断面上的应变大小沿着截面高度呈线性变化 ,即同一横断面的变形符合平截面假定 ,从而建立起形状记忆合金在弯矩作用下截面上的应力沿截面高度的关系式 通过实例分析 ,认为构件在弯矩作用下横断面上的应力沿截面高度呈非线性分布 ,并有明显的相变点 ;同时发现在相同的应变情况下 ,加载时的应力明显大于卸载时应力 ,出现应力滞后 。 Based on Brinson constitutive relation,the material of a bending bar is replaced with some combination fascicules in the longitudinal axis, and assumed that the strain changes with linear relation along height of cross section combined with these fascicules when the bar is bended, i.e. the deformation of cross section is in accordance with the plane cross section assumption,constituting change relation of stress along height of cross section when shape memory alloys bar is bended. By example analyzing,thinking stress distribution is nonlinear along height of cross section when shape memory alloys bar is bended.It shows also that the stress when loaded is large than unloading at same strain,i.e. the on behavior of stress delay occurs;therefore, shape memory alloys can be used for energy dissipation material when shape memory alloys bar is bended.
作者 彭刚 张国栋
出处 《三峡大学学报(自然科学版)》 CAS 2002年第6期486-489,共4页 Journal of China Three Gorges University:Natural Sciences
基金 三峡大学重大项目预研 (KC0 50 1 )
关键词 形状记忆合金 弯曲耗能 本构关系 应力分布 shape memory alloys bending energy dissipation constitutive relation stress distribution
  • 相关文献

参考文献1

二级参考文献16

  • 1ALI R. Shahin,Peter H.Meckl and James D.Jones. Modeling of SMA Tendons for Active Control of Structures[J].Journal of Intelligent Material Systems and Structures,1997,8(1):51~70.
  • 2Robert C K.Structural damping with shape-memory alloy:one class device[C].SPIE,1995,2445:225~240.
  • 3Peter W C.Experimental and analytical studies of shape memory alloy dampers for structure control[C].SPIE, 1995, 2445:241~251.
  • 4Mauro Dolce, Donatello Cardone and Roberto Marnetto. Implementation and testing of passive control devices based on shape memory alloys[J].Earthquake Engng Struct. Dyn. 2000(29):945~968.
  • 5Liang C.The constitutive modeling of shape memory alloys[D].Ph. D.Virginia Polytechnic Institute and State University 1990.
  • 6Tanaka K,Nagaki S. A Thermomechanical Description of Materials with Internal Variables in the Process of Phase Transformation[J].Ingenieur-Archiv. 1982(51):287~299.
  • 7Tanaka K, Iwasaki R.A Phenomenological Theory of Transformation Superplasticity[J],Engineering Fracture Mechanics,1985,21(4):709~720.
  • 8Tanaka K.A Thermomechanical Sketch of Shape Memory Effect: One dimensional Tensile Behavior[J],Res. Mechanica, 1986(18):251~263.
  • 9Brinson L C. One-Dimensional Constitutive Behaviour of SMA: Themomechanical Derivation with Non-Constant Material Functions[J].J Intelligent Material Systems and Structures,1993,4(2):229~242.
  • 10Brinson L C, Lammering R.Finite element analysis of the behaviour of shape memory alloys and their application[J].Int. J.Solids & Struct.,1993,30(23):3261~3280.

共引文献1

同被引文献8

  • 1Shahin A R, Meckl P H, Jones J D. Modeling of SMA tendons for active control of structures[J]. Journal of Intelligent Material Systems and Structures,1997, 8(1):51-70.
  • 2Peter W C. Experimental and analytical studies of shape memory alloy dampers for structure control[J]. SPIE, 1995, 2445,241-251.
  • 3Dolce M, Cardone D, Marnetto R. Implementation and testing of passive control devices based on shape memory alloys[J]. Earthquake Engng Struct Dyn, 2000,29:945-968.
  • 4Liang C, Jia J, Rogers C A. Behavior of shape memory alloy reinforced composite platers part Ⅱ :results[C]. Proceedings of the 30th Structures, Structural Dymanics and Materials Conference, AIAA-89-1331-CP, 1989, 1504-1513.
  • 5Rogers C A, Barker D K. Experimental studies of active strain energy tuning of adaptive composites[C]. Proceedings of the 31St Structures, Structural Dynamics and Materials Conference, AIAA-90-1086-CP, 1990, 2234-2241.
  • 6Rogers C A. Active vibration and structural acoustic control of shape memory alloy hybrid composites., experimental results[J]. Journal of the Acoustical Society of America, 1990, 88(6) :2803-2811.
  • 7王社良,苏三庆,沈亚鹏.形状记忆合金拉索被动控制结构地震响应分析[J].土木工程学报,2000,33(1):56-62. 被引量:45
  • 8彭刚,张金穗,赵家成.形状记忆合金耗能阻尼器的阻尼特性理论分析[J].三峡大学学报(自然科学版),2002,24(4):293-296. 被引量:3

引证文献2

二级引证文献7

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部