Buckling analysis of cracked functionally graded material column with piezoelectric patches

被引:27
|
作者
Maleki, Vahid A. [1 ]
Mohammadi, Nader [2 ]
机构
[1] Islamic Azad Univ, Tabriz Branch, Young Researchers & Elite Club, Tabriz, Iran
[2] Islamic Azad Univ, Parand Branch, Dept Mech Engn, Tehran, Iran
关键词
cracked FGM column; stability; piezoelectric patch; buckling load; FREE-VIBRATION ANALYSIS; EDGE CRACKS; BEAM; ACTUATORS; LAYERS; PLATE;
D O I
10.1088/1361-665X/aa5324
中图分类号
TH7 [仪器、仪表];
学科分类号
0804 ; 080401 ; 081102 ;
摘要
In the current study, stability analysis of cracked functionally graded material (FGM) columns under the effect of piezoelectric patches is analytically investigated. Configuration of the patches is somehow chosen to create axial load in the column. The crack is modeled by a rotational massless spring which connects the two intact parts of the column at the crack location. After applying the boundary and compatibility conditions at the crack location and the ends of the piezoelectric patches, the governing equation of buckling behavior of the cracked FGM column is derived. The effect of important parameters on the first and second buckling load of the column such as crack parameters (location and depth), location and length of the patches and also applied voltage is studied and discussed. Results show that a crack significantly reduces the column load capacity which is dependent on location and depth of the crack. By applying static load to the column, piezoelectric patches produce local torque, and controlling this torque leads to reduced crack effects on the column. Using piezoelectric patches with proper location and length compensates the effect of the crack. Despite the first buckling load, positive voltage increases the second buckling load of the column.
引用
收藏
页数:9
相关论文
共 50 条
  • [21] Phase-field buckling analysis of cracked stiffened functionally graded plates
    Nam Vu Hoai
    Duc Hong Doan
    Nguyen Minh Khoa
    Thom Van Do
    Hong Thi Tran
    COMPOSITE STRUCTURES, 2019, 217 : 50 - 59
  • [22] Thermal Buckling Analysis of Circular Plates Made of Piezoelectric and Saturated Porous Functionally Graded Material Layers
    Jabbari, M.
    Mojahedin, A.
    Joubaneh, E. Farzaneh
    JOURNAL OF ENGINEERING MECHANICS, 2015, 141 (04)
  • [23] Size dependent buckling analysis of functionally graded piezoelectric cylindrical nanoshell
    Mehralian, Fahimeh
    Beni, Yaghoub Tadi
    Ansari, Reza
    COMPOSITE STRUCTURES, 2016, 152 : 45 - 61
  • [24] Thermoelastic vibration and buckling analysis of functionally graded piezoelectric cylindrical shells
    Sheng, G. G.
    Wang, X.
    APPLIED MATHEMATICAL MODELLING, 2010, 34 (09) : 2630 - 2643
  • [25] Integral equation analysis for cracked strip of orthotropic functionally graded material
    Yue, J. H.
    Huang, T.
    Jin, J.
    Yang, J. J.
    Korakianitis, T.
    Wen, P. H.
    ENGINEERING FRACTURE MECHANICS, 2017, 182 : 114 - 126
  • [26] Buckling of cracked functionally graded plates supported by Pasternak foundation
    Panahandeh-Shahraki, Danial
    Rad, Ahmad Amiri
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2014, 88 : 221 - 231
  • [27] Buckling of bimorph functionally graded piezoelectric cylindrical nanoshell
    Mehralian, Fahimeh
    Beni, Yaghoub Tadi
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART C-JOURNAL OF MECHANICAL ENGINEERING SCIENCE, 2018, 232 (19) : 3538 - 3550
  • [28] Creep buckling and post-buckling analysis of the laminated piezoelectric viscoelastic functionally graded plates
    Mao, Y. Q.
    Fu, Y. M.
    Dai, H. L.
    EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2011, 30 (04) : 547 - 558
  • [29] THERMOELASTIC BUCKLING ANALYSIS OF FUNCTIONALLY GRADED CIRCULAR PLATES INTEGRATED WITH PIEZOELECTRIC LAYERS
    Khorshidvand, A. R.
    Jabbari, M.
    Eslami, M. R.
    JOURNAL OF THERMAL STRESSES, 2012, 35 (08) : 695 - 717
  • [30] Thermal buckling analysis of cylindrical shell with functionally graded material coating
    Han, Quanfeng
    Wang, Zewu
    Nash, David H.
    Liu, Peiqi
    COMPOSITE STRUCTURES, 2017, 181 : 171 - 182