Control of Postbuckling Mode Transitions Using Assemblies of Axially Loaded Bilaterally Constrained Beams

被引:23
作者
Borchani, Wassim [1 ]
Jiao, Pengcheng [1 ,2 ]
Burgueno, Rigoberto [1 ]
Lajnef, Nizar [1 ]
机构
[1] Michigan State Univ, Dept Civil & Environm Engn, 428 S Shaw Ln,Room 1528, E Lansing, MI 48824 USA
[2] Univ Penn, Dept Mech Engn & Appl Mech, Philadelphia, PA 19104 USA
基金
美国国家科学基金会;
关键词
Beams; Buckling; Control; Snap-through; ENERGY;
D O I
10.1061/(ASCE)EM.1943-7889.0001338
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Multistable structural members are extensively used in various fields, including microelectromechanical systems (MEMS) actuation, sensing, and energy harvesting. The multistable configuration of elements can be obtained through their elastic postbuckling response. Under quasi-static excitations, the snap-through transitions of buckled elements constitute a useful tool to generate high-rate excitations for piezoelectric transducers. Yet, more efficient energy harvesting and accurate sensing requires that buckling events happen at specific loading levels. This paper investigates the control of snap-through events by using beam assemblies. Multiple bilaterally constrained beams were arranged in parallel and subjected to axial displacement-controlled loading. Experimental studies show that snap-buckling transitions can be controlled by changing the geometry of the assembled beams. An analytical model was developed to investigate the effect of system parameters on its postbuckling response. Results show that transitions are mainly controlled by the beams' thicknesses and lengths. By tuning both parameters, the system can be designed to snap at a desired axial displacement. In this paper, the assemblies were designed to transition at equally spaced axial displacements. However, other displacement combinations can be achieved. (C) 2017 American Society of Civil Engineers.
引用
收藏
页数:10
相关论文
共 25 条
[1]   Ultra-wide bandwidth improvement of piezoelectric energy harvesters through electrical inductance coupling [J].
Abdelmoula, H. ;
Abdelkefi, A. .
EUROPEAN PHYSICAL JOURNAL-SPECIAL TOPICS, 2015, 224 (14-15) :2733-2753
[2]  
Borchani W., 2014, ASME C SMART MAT AD
[3]  
Borchani W., 2013, ASME C SMART MAT ASM
[4]   Energy method solution for the postbuckling response of an axially loaded bilaterally constrained beam [J].
Borchani, Wassim ;
Lajnef, Nizar ;
Burgueno, Rigoberto .
MECHANICS RESEARCH COMMUNICATIONS, 2015, 70 :114-119
[5]   BUCKLING OF A RADIALLY CONSTRAINED IMPERFECT CIRCULAR RING [J].
BURGESS, IW .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1971, 13 (09) :741-&
[6]   Buckling Behavior of Sinusoidal Web for Composite Wood I-Joist with Elastically Restrained Loaded Edges under Compression [J].
Chen, An ;
Davalos, Julio F. ;
Jiao, Pengcheng ;
McGraw, Bradley .
JOURNAL OF ENGINEERING MECHANICS, 2013, 139 (08) :1065-1072
[7]   Design and analysis of stiffened composite panels including post-buckling and collapse [J].
Degenhardt, R. ;
Kling, A. ;
Rohwer, K. ;
Orifici, A. C. ;
Thomson, R. S. .
COMPUTERS & STRUCTURES, 2008, 86 (09) :919-929
[8]   Buckling-induced smart applications: recent advances and trends [J].
Hu, Nan ;
Burgueno, Rigoberto .
SMART MATERIALS AND STRUCTURES, 2015, 24 (06)
[9]  
Hutchinson J.W., 1970, Appl. Mech. Rev., V23, P1353
[10]   Post-buckling response of non-uniform cross-section bilaterally constrained beams [J].
Jiao, Pengcheng ;
Borchani, Wassim ;
Hasni, Hassene ;
Alavi, Amir. H. ;
Lajnef, Nizar .
MECHANICS RESEARCH COMMUNICATIONS, 2016, 78 :42-50