Please wait a minute...
Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

Postal Subscription Code 80-968

2018 Impact Factor: 1.272

Front. Struct. Civ. Eng.    2019, Vol. 13 Issue (3) : 542-556    https://doi.org/10.1007/s11709-018-0496-0
RESEARCH ARTICLE
Detection of void and metallic inclusion in 2D piezoelectric cantilever beam using impedance measurements
S. SAMANTA1,2, S. S. NANTHAKUMAR1, R. K. ANNABATTULA2, X. ZHUANG1,3()
1. Institute of Continuum Mechanics, Leibniz University Hannover, 30167 Hannover, Germany
2. Indian Institute of Technology, Madras Chennai 600036, India
3. College of Civil Engineering, Tongji University, Shanghai 200092, China
 Download: PDF(2073 KB)   HTML
 Export: BibTeX | EndNote | Reference Manager | ProCite | RefWorks
Abstract

The aim of current work is to improve the existing inverse methodology of void-detection based on a target impedance curve, leading to quick-prediction of the parameters of single circular void. In this work, mode-shape dependent shifting phenomenon of peaks of impedance curve with change in void location has been analyzed. A number of initial guesses followed by an iterative optimization algorithm based on univariate method has been used to solve the problem. In each iteration starting from each initial guess, the difference between the computationally obtained impedance curve and the target impedance curve has been reduced. This methodology has been extended to detect single circular metallic inclusion in 2D piezoelectric cantilever beam. A good accuracy level was observed for detection of flaw radius and flaw-location along beam-length, but not the precise location along beam-width.

Keywords piezoelectricity      impedance curve      mode shapes      inverse problem      flaw detection      curve shifting     
Corresponding Author(s): X. ZHUANG   
Just Accepted Date: 25 June 2018   Online First Date: 23 August 2018    Issue Date: 05 June 2019
 Cite this article:   
S. SAMANTA,S. S. NANTHAKUMAR,R. K. ANNABATTULA, et al. Detection of void and metallic inclusion in 2D piezoelectric cantilever beam using impedance measurements[J]. Front. Struct. Civ. Eng., 2019, 13(3): 542-556.
 URL:  
https://academic.hep.com.cn/fsce/EN/10.1007/s11709-018-0496-0
https://academic.hep.com.cn/fsce/EN/Y2019/V13/I3/542
Fig.1  Boundary conditions on 2D piezoelectric cantilever beam
Fig.2  Comparison between piezoelectric and dielectric impedance curve
Fig.3  A cantilever beam with a hole of radius r
Fig.4  Mode shape and impedance curves for 1st mode. (a) The first mode shape of a beam without hole; (b) impedance curves for a hole at different values of x-distance
Fig.5  Mode shape and impedance curves for 2nd mode. (a) The second mode shape of a beam without hole; (b) impedance curves for a hole at different values of x-distance
Fig.6  Mode shape and impedance curves for the 3rd mode. (a) The third mode shape of a beam without hole; (b) impedance curves for a hole at different values of x-distance
Fig.7  Typical curves indicating shift of the peaks with change in radius, r with x = 20 mm, y = 2.5 mm (beam dimension= 40 mm × 5 mm). (a) The first mode; (b) the second mode; (c) the third mode
Fig.8  Typical curves indicating shift of the peaks with change in x-coordinate with r = 0.75 mm, y = 2.5 mm (beam dimension= 40 mm × 5 mm). (a) The first mode; (b) the second mode; (c) the third mode
Fig.9  Typical curves indicating shift of the peaks with change in y-coordinate with r = 0.75 mm, x = 20 mm (beam dimension= 40 mm × 5 mm). (a) The first mode; (b) the second mode; (c) the third mode
Fig.10  Flow chart of method of solution
Fig.11  Variation of optimization function over ‘x’ and ‘r’ for a fixed ‘y’ with hole location at x = 30, r = 6 (value, on ‘x’ and ‘r’ axes indicates the ith data point, hence does not have unit)
Fig.12  Variation of optimization function over ‘x’ and ‘r’ for a fixed ‘y’ with inclusion location at x = 51 mm, y = 6 mm and r = 1.2 mm
Fig.13  Initial guess of void parameters (black: Target void; solid blue: The 1st initial guess; dashed blue: Other initial guesses (one guess at a time))
Fig.14  Optimization function curve for 13 initial guesses (local minima are indicated with coordinates)
Fig.15  Void location after 13 function-evaluations (black: Target void; blue: Computationally found)
Fig.16  Void location after 36 function-evaluations (black: Target void; blue: Computationally found)
Fig.17  Void location after 72 function-evaluations (black: Target void; blue: Computationally found)
Fig.18  Void location after 87 function-evaluations (black: Target void; blue: Computationally found)
Fig.19  Void location after 117 function-evaluations (black: Target void; blue: Computationally found)
Fig.20  Final void location after 155 function-evaluations (black: Target void; blue: Computationally found)
Fig.21  Initial guess of inclusion parameters (black: Target inclusion; solid blue: The 1st initial guess; dashed blue: Other initial guesses (one guess at a time))
Fig.22  Inclusion location after 13 function-evaluations (black: Target inclusion; blue: Computationally found)
Fig.23  Inclusion location after 35 function-evaluations (black: Target inclusion; blue: Computationally found)
Fig.24  Inclusion location after 54 function-evaluations (black: Target inclusion; blue: Computationally found)
Fig.25  Final inclusion location after 65 function-evaluations (black: Target inclusion; blue: Computationally found)
1 F S Galasso. Structure, Properties, and Preparation of Perovskite-Type Compounds. Oxford: Pergamon Press, 1969
2 S Nanthakumar, T Lahmer, T Rabczuk. Detection of flaws in piezoelectric structures using extended fem. International Journal for Numerical Methods in Engineering, 2013, 96(6): 373–389
https://doi.org/10.1002/nme.4565
3 P Areias, T Rabczuk. Steiner-point free edge cutting of tetrahedral meshes with applications in fracture. Finite Elements in Analysis and Design, 2017, 132: 27–41
https://doi.org/10.1016/j.finel.2017.05.001
4 P Areias, T Rabczuk, M Msekh. Phase-field analysis of finite-strain plates and shells including element subdivision. Computer Methods in Applied Mechanics and Engineering, 2016, 312: 322–350
https://doi.org/10.1016/j.cma.2016.01.020
5 P Areias, T Rabczuk, J C de Sá. A novel two-stage discrete crack method based on the screened Poisson equation and local mesh refinement. Computational Mechanics, 2016, 58(6): 1003–1018
https://doi.org/10.1007/s00466-016-1328-5
6 P Areias, M Msekh, T Rabczuk. Damage and fracture algorithm using the screened Poisson equation and local remeshing. Engineering Fracture Mechanics, 2016, 158: 116–143
https://doi.org/10.1016/j.engfracmech.2015.10.042
7 P Areias, J Reinoso, P Camanho, T Rabczuk. A constitutive-based element-by-element crack propagation algorithm with local mesh refinement. Computational Mechanics, 2015, 56(2): 291–315
https://doi.org/10.1007/s00466-015-1172-z
8 P Areias, T Rabczuk, P Camanho. Finite strain fracture of 2D problems with injected anisotropic softening elements. Theoretical and Applied Fracture Mechanics, 2014, 72(1): 50–63
https://doi.org/10.1016/j.tafmec.2014.06.006
9 P Areias, T Rabczuk, D Dias-da Costa. Element-wise fracture algorithm based on rotation of edges. Engineering Fracture Mechanics, 2013, 110: 113–137
https://doi.org/10.1016/j.engfracmech.2013.06.006
10 P Areias, T Rabczuk. Finite strain fracture of plates and shells with configurational forces and edge rotations. International Journal for Numerical Methods in Engineering, 2013, 94(12): 1099–1122
https://doi.org/10.1002/nme.4477
11 P Areias, T Rabczuk, P Camanho. Initially rigid cohesive laws and fracture based on edge rotations. Computational Mechanics, 2013, 52(4): 931–947
https://doi.org/10.1007/s00466-013-0855-6
12 P Areias, J Reinoso, P Camanho, J C de Sá, Rabczuk T. Effective 2D and 3D crack propagation with local mesh refinement and the screened Poisson equation. Engineering Fracture Mechanics, 2018, 189: 339–360
https://doi.org/10.1016/j.engfracmech.2017.11.017
13 H Nguyen-Xuan, G Liu, S Bordas, S Natarajan, T Rabczuk. An adaptive singular ES-FEM for mechanics problems with singular field of arbitrary order. Computer Methods in Applied Mechanics and Engineering, 2013, 253: 252–273
https://doi.org/10.1016/j.cma.2012.07.017
14 X Zhuang, R Huang, C Liang, T Rabczuk. A coupled thermo-hydro-mechanical model of jointed hard rock for compressed air energy storage. Mathematical Problems in Engineering, 2014, 179169
https://doi.org/10.1155/2014/179169
15 N Moës, J Dolbow, T Belytschko. A finite element method for crack growth without remeshing. International Journal for Numerical Methods in Engineering, 1999, 46(1): 133–150
https://doi.org/10.1002/(SICI)1097-0207(19990910)46:1<131::AID-NME726>3.0.CO;2-J
16 T Belytschko, T Black. Elastic crack growth in finite elements with minimal remeshing. International Journal for Numerical Methods in Engineering, 1999, 45(5): 601–620
https://doi.org/10.1002/(SICI)1097-0207(19990620)45:5<601::AID-NME598>3.0.CO;2-S
17 L Chen, T Rabczuk, S Bordas, G Liu, K Zeng, P Kerfriden. Extended finite element method with edge-based strain smoothing (ESM-XFEM) for linear elastic crack growth. Computer Methods in Applied Mechanics and Engineering, 2012, 209–212: 250–265
https://doi.org/10.1016/j.cma.2011.08.013
18 S Bordas, T Rabczuk, N X Hung, V Nguyen, S Natarajan, T Bog, D Quan, N Hiep. Strain smoothing in fem and XFEM. Computers & Structures, 2010, 88(23–24): 1419–1443
https://doi.org/10.1016/j.compstruc.2008.07.006
19 J H Song, P M A Areias, T Belytschko. A method for dynamic crack and shear band propagation with phantom nodes. International Journal for Numerical Methods in Engineering, 2006, 67(6): 868–893
https://doi.org/10.1002/nme.1652
20 A Tabarraei, J H Song, H Waisman. A two-scale strong discontinuity approach for evolution of shear bands under dynamic impact loads. International Journal for Multiscale Computational Engineering, 2013, 11(6): 543–563
https://doi.org/10.1615/IntJMultCompEng.2013005506
21 P Areias, J Song, T Belytschko. Analysis of fracture in thin shells by overlapping paired elements. International Journal for Numerical Methods in Engineering, 2006, 195: 5343–5360
22 T Chau-Dinh, G Zi, P S Lee, T Rabczuk, J H Song. Phantom-node method for shell models with arbitrary cracks. Computers and Structures, 2012, 92–93: 242–246
23 T Rabczuk, G Zi, A Gerstenberger, W Wall. A new crack tip element for the phantom-node method with arbitrary cohesive cracks. International Journal for Numerical Methods in Engineering, 2008, 75(5): 577–599
https://doi.org/10.1002/nme.2273
24 N Vu-Bac, H Nguyen-Xuan, L Chen, C Lee, G Zi, X Zhuang, G Liu, T. Rabczuk A phantom-node method with edge-based strain smoothing for linear elastic fracture mechanics. Journal of Applied Mathematics, 2013, 978026
https://doi.org/10.1155/2013/978026
25 M Msekh, N Cuong, G Zi, P Areias, X Zhuang, T Rabczuk. Fracture properties prediction of clay/epoxy nanocomposites with interphase zones using a phase field model. Engineering Fracture Mechanics, 2018, 188: 287–299
https://doi.org/10.1016/j.engfracmech.2017.08.002
26 K Hamdia, M Silani, X Zhuang, P He, T Rabczuk. Stochastic analysis of the fracture toughness of polymeric nanoparticle composites using polynomial chaos expansions. International Journal of Fracture, 2017, 206(2): 215–227
https://doi.org/10.1007/s10704-017-0210-6
27 M Silani, H Talebi, A Hamouda, T Rabczuk. Nonlocal damage modeling in clay/epoxy nanocomposites using a multiscale approach. Journal of Computational Science, 2016, 15: 18–23
https://doi.org/10.1016/j.jocs.2015.11.007
28 H Talebi, M Silani, T Rabczuk. Concurrent multiscale modeling of three dimensional crack and dislocation propagation. Advances in Engineering Software, 2015, 80(C): 82–92
https://doi.org/10.1016/j.advengsoft.2014.09.016
29 H Talebi, M Silani, S Bordas, P Kerfriden, T Rabczuk. A computational library for multiscale modeling of material failure. Computational Mechanics, 2014, 53(5): 1047–1071
https://doi.org/10.1007/s00466-013-0948-2
30 P Budarapu, R Gracie, S W Yang, X Zhuang, T Rabczuk. Efficient coarse graining in multiscale modeling of fracture. Theoretical and Applied Fracture Mechanics, 2014, 69: 126–143
https://doi.org/10.1016/j.tafmec.2013.12.004
31 P Budarapu, R Gracie, S Bordas, T Rabczuk. An adaptive multiscale method for quasi-static crack growth. Computational Mechanics, 2014, 53(6): 1129–1148
https://doi.org/10.1007/s00466-013-0952-6
32 C Zhang, S Nanthakumar, T Lahmer, T Rabczuk. Multiple cracks identification for piezoelectric structures. International Journal of Fracture, 2017, 206(2): 151–169
https://doi.org/10.1007/s10704-017-0206-2
33 S Nanthakumar, X Zhuang, H Park, T Rabczuk. Topology optimization of flexoelectric structures. Journal of the Mechanics and Physics of Solids, 2017, 105: 217–234
https://doi.org/10.1016/j.jmps.2017.05.010
34 S Nanthakumar, T Lahmer, X Zhuang, H Park, T Rabczuk. Topology optimization of piezoelectric nanostructures. Journal of the Mechanics and Physics of Solids, 2016, 94: 316–335
https://doi.org/10.1016/j.jmps.2016.03.027
35 S Nanthakumar, N Valizadeh, H Park, T Rabczuk. Surface effects on shape and topology optimization of nanostructures. Computational Mechanics, 2015, 56(1): 97–112
https://doi.org/10.1007/s00466-015-1159-9
36 S Nanthakumar, T Lahmer, X Zhuang, G Zi, T Rabczuk. Detection of material interfaces using a regularized level set method in piezoelectric structures. Inverse Problems in Science and Engineering, 2016, 24(1): 153–176
https://doi.org/10.1080/17415977.2015.1017485
37 S Nanthakumar, T Lahmer, T Rabczuk. Detection of multiple flaws in piezoelectric structures using XFEM and level sets. Computer Methods in Applied Mechanics and Engineering, 2014, 275: 98–112
https://doi.org/10.1016/j.cma.2014.03.001
38 S Nanthakumar, T Lahmer, T Rabczuk. Detection of flaws in piezoelectric structures using extended fem. International Journal for Numerical Methods in Engineering, 2013, 96(6): 373–389
https://doi.org/10.1002/nme.4565
39 W Gerstle, N Sau, S Silling. Peridynamic modeling of concrete structures. Nuclear Engineering and Design, 2007, 237(12–13): 1250–1258
https://doi.org/10.1016/j.nucengdes.2006.10.002
40 S Silling. Reformulation of elasticity theory for discontinuities and long-range forces. Journal of the Mechanics and Physics of Solids, 2000, 48(1): 175–209
https://doi.org/10.1016/S0022-5096(99)00029-0
41 H Ren, X Zhuang, T Rabczuk. Dual-horizon peridynamics: A stable solution to varying horizons. Computer Methods in Applied Mechanics and Engineering, 2017, 318: 762–782
https://doi.org/10.1016/j.cma.2016.12.031
42 H Ren, X Zhuang, Y Cai, T Rabczuk. Dual-horizon peridynamics. International Journal for Numerical Methods in Engineering, 2016, 108(12): 1451–1476
https://doi.org/10.1002/nme.5257
43 T Belytschko, Y Lu, L Gu. Element-free Galerkin methods. International Journal for Numerical Methods in Engineering, 1994, 37(2): 229–256
https://doi.org/10.1002/nme.1620370205
44 M Fleming, Y Chu, B Moran, T Belytschko. Enriched element-free Galerkin methods for crack tip fields. International Journal for Numerical Methods in Engineering, 1997, 40(8): 1483–1504
https://doi.org/10.1002/(SICI)1097-0207(19970430)40:8<1483::AID-NME123>3.0.CO;2-6
45 T Belytschko, M Tabbara. Dynamic fracture using element-free Galerkin methods. International Journal for Numerical Methods in Engineering, 1996, 39(6): 923–938
https://doi.org/10.1002/(SICI)1097-0207(19960330)39:6<923::AID-NME887>3.0.CO;2-W
46 T Belytschko, Y Krongauz, D Organ, M Fleming, P Krysl. Meshless methods: An overview and recent developments. Computer Methods in Applied Mechanics and Engineering, 1996, 139(1–4): 3–47
https://doi.org/10.1016/S0045-7825(96)01078-X
47 T Rabczuk, T Belytschko, S Xiao. Stable particle methods based on Lagrangian kernels. Computer Methods in Applied Mechanics and Engineering, 2004, 193(12–14): 1035–1063
https://doi.org/10.1016/j.cma.2003.12.005
48 V Nguyen, T Rabczuk, S Bordas, M Duflot. Meshless methods: A review and computer implementation aspects. Mathematics and Computers in Simulation, 2008, 79(3): 763–813
https://doi.org/10.1016/j.matcom.2008.01.003
49 X Zhuang, C Augarde, K Mathisen. Fracture modeling using meshless methods and level sets in 3D: Framework and modeling. International Journal for Numerical Methods in Engineering, 2012, 92(11): 969–998
https://doi.org/10.1002/nme.4365
50 T Rabczuk, T Belytschko. Cracking particles: A simplified meshfree method for arbitrary evolving cracks. International Journal for Numerical Methods in Engineering, 2004, 61(13): 2316–2343
https://doi.org/10.1002/nme.1151
51 T Rabczuk, G Zi, S Bordas, H Nguyen-Xuan. A simple and robust three-dimensional cracking-particle method without enrichment. Computer Methods in Applied Mechanics and Engineering, 2010, 199(37–40): 2437–2455
https://doi.org/10.1016/j.cma.2010.03.031
52 T Rabczuk, E Samaniego. Discontinuous modelling of shear bands using adaptive meshfree methods. Computer Methods in Applied Mechanics and Engineering, 2008, 197(6–8): 641–658
https://doi.org/10.1016/j.cma.2007.08.027
53 T Rabczuk, P Areias, T Belytschko. A simplified mesh-free method for shear bands with cohesive surfaces. International Journal for Numerical Methods in Engineering, 2007, 69(5): 993–1021
https://doi.org/10.1002/nme.1797
54 T Rabczuk, T Belytschko. A three-dimensional large deformation meshfree method for arbitrary evolving cracks. Computer Methods in Applied Mechanics and Engineering, 2007, 196(29–30): 2777–2799
https://doi.org/10.1016/j.cma.2006.06.020
55 S Bordas, T Rabczuk, G Zi. Three-dimensional crack initiation, propagation, branching and junction in non-linear materials by an extended meshfree method without asymptotic enrichment. Engineering Fracture Mechanics, 2008, 75(5): 943–960
https://doi.org/10.1016/j.engfracmech.2007.05.010
56 T Rabczuk, P Areias, T Belytschko. A meshfree thin shell method for nonlinear dynamic fracture. International Journal for Numerical Methods in Engineering, 2007, 72(5): 524–548
https://doi.org/10.1002/nme.2013
57 T Rabczuk, S Bordas, G Zi. A three-dimensional meshfree method for continuous multiple-crack initiation, propagation and junction in statics and dynamics. Computational Mechanics, 2007, 40(3): 473–495
https://doi.org/10.1007/s00466-006-0122-1
58 G Zi, T Rabczuk, W Wall. Extended meshfree methods without branch enrichment for cohesive cracks. Computational Mechanics, 2007, 40(2): 367–382
https://doi.org/10.1007/s00466-006-0115-0
59 T Rabczuk, G Zi. A meshfree method based on the local partition of unity for cohesive cracks. Computational Mechanics, 2007, 39(6): 743–760
https://doi.org/10.1007/s00466-006-0067-4
60 T Rabczuk, P Areias. A meshfree thin shell for arbitrary evolving cracks based on an extrinsic basis. Computer Modeling in Engineering & Sciences, 2006, 16(2): 115–130
61 T Rabczuk, G Zi, S Bordas, H Nguyen-Xuan. A geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures. Engineering Fracture Mechanics, 2008, 75(16): 4740–4758
https://doi.org/10.1016/j.engfracmech.2008.06.019
62 T Rabczuk, R Gracie, J H Song, T Belytschko. Immersed particle method for fluid-structure interaction. International Journal for Numerical Methods in Engineering, 2010, 81(1): 48–71
63 T Rabczuk, S Bordas, G Zi. On three-dimensional modelling of crack growth using partition of unity methods. Computers & Structures, 2010, 88(23–24): 1391–1411
https://doi.org/10.1016/j.compstruc.2008.08.010
64 F Amiri, C Anitescu, M Arroyo, S Bordas, T Rabczuk. XLME interpolants, a seamless bridge between XFEM and enriched meshless methods. Computational Mechanics, 2014, 53(1): 45–57
https://doi.org/10.1007/s00466-013-0891-2
65 F Amiri, D Millán, Y Shen, T Rabczuk, M Arroyo. Phase-field modeling of fracture in linear thin shells. Theoretical and Applied Fracture Mechanics, 2014, 69: 102–109
https://doi.org/10.1016/j.tafmec.2013.12.002
66 T J Hughes, J A Cottrell, Y Bazilevs. Isogeometric analysis: CAD, finite elements, NURBS, exact geometry and mesh refinement. Computer Methods in Applied Mechanics and Engineering, 2005, 194(39–41): 4135–4195
https://doi.org/10.1016/j.cma.2004.10.008
67 J A Cottrell, T J Hughes, Y Bazilevs. Isogeometric Analysis: Toward Integration of CAD and FEA. New York: John Wiley & Sons, 2009
68 D Benson, Y Bazilevs, M C Hsu, T Hughes. Isogeometric shell analysis: The Reissner-Mindlin shell. Computer Methods in Applied Mechanics and Engineering, 2010, 199(5–8): 276–289
https://doi.org/10.1016/j.cma.2009.05.011
69 D Benson, Y Bazilevs, M C Hsu, T Hughes. A large deformation, rotation-free, isogeometric shell. Computer Methods in Applied Mechanics and Engineering, 2011, 200(13–16): 1367–1378
https://doi.org/10.1016/j.cma.2010.12.003
70 N Nguyen-Thanh, K Zhou, X Zhuang, P Areias, H Nguyen-Xuan, Y Bazilevs, T Rabczuk. Isogeometric analysis of large-deformation thin shells using RHT-splines for multiple-patch coupling. Computer Methods in Applied Mechanics and Engineering, 2017, 316: 1157–1178
https://doi.org/10.1016/j.cma.2016.12.002
71 N Nguyen-Thanh, J Kiendl, H Nguyen-Xuan, R Wüchner, K U Bletzinger, Y Bazilevs, T Rabczuk. Rotation free isogeometric thin shell analysis using PHT-splines. Computer Methods in Applied Mechanics and Engineering, 2011, 200(47–48): 3410–3424
https://doi.org/10.1016/j.cma.2011.08.014
72 A Pawar, Y Zhang, Y Jia, X Wei, T Rabczuk, C Chan, C Anitescu. Adaptive FEM-based nonrigid image registration using truncated hierarchical B-splines. Computers & Mathematics with Applications (Oxford, England), 2016, 72(8): 2028–2040
https://doi.org/10.1016/j.camwa.2016.05.020
73 Y Jia, Y Zhang, T Rabczuk. A novel dynamic multilevel technique for image registration. Computers & Mathematics with Applications (Oxford, England), 2015, 69(9): 909–925
https://doi.org/10.1016/j.camwa.2015.02.010
74 T Thai, T Rabczuk, Y Bazilevs, G Meschke. A higher-order stress-based gradient-enhanced damage model based on isogeometric analysis. Computer Methods in Applied Mechanics and Engineering, 2016, 304: 584–604
https://doi.org/10.1016/j.cma.2016.02.031
75 H Ghasemi, H S Park, T. Rabczuk A multi-material level set-based topology optimization of flexoelectric composites. Computer Methods in Applied Mechanics and Engineering, 2018, 332: 47–62
https://doi.org/10.1016/j.cma.2017.12.005
76 H Ghasemi, H Park, T Rabczuk. A level-set based IGA formulation for topology optimization of flexoelectric materials. Computer Methods in Applied Mechanics and Engineering, 2017, 313: 239–258
https://doi.org/10.1016/j.cma.2016.09.029
77 H Ghasemi, H Park, T Rabczuk. Multi-material level set-based topology optimization of flexoelectric composites. Computer Methods in Applied Mechanics and Engineering, 2018, 332: 47–62
https://doi.org/10.1016/j.cma.2017.12.005
78 H Ghasemi, R Brighenti, X Zhuang, J Muthu, T Rabczuk. Optimal fiber content and distribution in fiber-reinforced solids using a reliability and NURBS based sequential optimization approach. Structural and Multidisciplinary Optimization, 2015, 51(1): 99–112
https://doi.org/10.1007/s00158-014-1114-y
79 C Anitescu, M Hossain, T Rabczuk. Recovery-based error estimation and adaptivity using high-order splines over hierarchical T-meshes. Computer Methods in Applied Mechanics and Engineering, 2018, 328: 638–662
https://doi.org/10.1016/j.cma.2017.08.032
80 N Nguyen-Thanh, H Nguyen-Xuan, S Bordas, T Rabczuk. Isogeometric analysis using polynomial splines over hierarchical T-meshes for two-dimensional elastic solids. Computer Methods in Applied Mechanics and Engineering, 2011, 200(21–22): 1892–1908
https://doi.org/10.1016/j.cma.2011.01.018
81 V Nguyen, C Anitescu, S Bordas, T Rabczuk. Isogeometric analysis: An overview and computer implementation aspects. Mathematics and Computers in Simulation, 2015, 117: 89–116
https://doi.org/10.1016/j.matcom.2015.05.008
82 C Anitescu, Y Jia, Y Zhang, T Rabczuk. An isogeometric collocation method using super-convergent points. Computer Methods in Applied Mechanics and Engineering, 2015, 284: 1073–1097
https://doi.org/10.1016/j.cma.2014.11.038
83 B Nguyen, H Tran, C Anitescu, X Zhuang, T Rabczuk. An isogeometric symmetric Galerkin boundary element method for two-dimensional crack problems. Computer Methods in Applied Mechanics and Engineering, 2016, 306: 252–275
https://doi.org/10.1016/j.cma.2016.04.002
84 Y Jia, C Anitescu, S Ghorashi, T Rabczuk. Extended isogeometric analysis for material interface problems. IMA Journal of Applied Mathematics, 2015, 80(3): 608–633
https://doi.org/10.1093/imamat/hxu004
85 S Ghorashi, N Valizadeh, S Mohammadi, T Rabczuk. T-spline based XIGA for fracture analysis of orthotropic media. Computers & Structures, 2015, 147: 138–146
https://doi.org/10.1016/j.compstruc.2014.09.017
86 N Nguyen-Thanh, N Valizadeh, M Nguyen, H Nguyen-Xuan, X Zhuang, P Areias, G Zi, Y Bazilevs, L De Lorenzis, T Rabczuk. An extended isogeometric thin shell analysis based on Kirchhoff-Love theory. Computer Methods in Applied Mechanics and Engineering, 2015, 284: 265–291
https://doi.org/10.1016/j.cma.2014.08.025
87 C Chan, C Anitescu, T Rabczuk. Volumetric parametrization from a level set boundary representation with PHT-splines. Computer Aided Design, 2017, 82: 29–41
https://doi.org/10.1016/j.cad.2016.08.008
88 N Pérez, R C Carbonari, M A B Andrade, F Buiochi, J C Adamowski. A FEM-based method to determine the complex material properties of piezoelectric disks. Ultrasonics, 2014, 54(6): 1631–1641
https://doi.org/10.1016/j.ultras.2014.03.006
89 C Y Kiyono, N Pérez, E C N Silva. Determination of full piezoelectric complex parameters using gradient-based optimization algorithm. Smart Materials and Structures, 2016, 25(2): 025019
90 N Pérez, F Buiochi, M Brizzotti Andrade, J Adamowski. Numerical characterization of piezoceramics using resonance curves. Materials (Basel), 2016, 9(2): 71
https://doi.org/10.3390/ma9020071
91 N Vu-Bac, T Duong, T Lahmer, X Zhuang, R Sauer, H Park, T Rabczuk. A NURBS-based inverse analysis for reconstruction of nonlinear deformations in thin shell structures. Computer Methods in Applied Mechanics and Engineering, 2018, 331: 427–455
https://doi.org/10.1016/j.cma.2017.09.034
92 T Ikeda. Piezoelectricity. Oxford: Oxford University Press, 1990
93 J Yang. An introduction to the theory of piezoelectricity. Vol. 9. Berlin: Springer, 2004
94 H Allik, T J Hughes. Finite element method for piezoelectric vibration. International Journal for Numerical Methods in Engineering, 1970, 2(2): 151–157
https://doi.org/10.1002/nme.1620020202
95 R Holland. Representation of dielectric, elastic, and piezoelectric losses by complex coefficients. IEEE Transactions on Sonics and Ultrasonics, 1967, 14(1): 18–20
https://doi.org/10.1109/T-SU.1967.29405
96 T Lahrner, M Kaltenbacher, B Kaltenbacher, R Lerch, E Leder. FEM-based determination of real and complex elastic, dielectric, and piezoelectric moduli in piezoceramic materials. IEEE Transactions on Ultrasonics, Ferroelectrics, and Frequency Control, 2008, 55(2): 465–475
https://doi.org/10.1109/TUFFC.2008.664
97 W Huyer, A Neumaier. Global optimization by multilevel coordinate search. Journal of Global Optimization, 1999, 14(4): 331–355
https://doi.org/10.1023/A:1008382309369
98 N Vu-Bac, T Lahmer, X Zhuang, T Nguyen-Thoi, T Rabczuk. A software framework for probabilistic sensitivity analysis for computationally expensive models. Advances in Engineering Software, 2016, 100: 19–31
https://doi.org/10.1016/j.advengsoft.2016.06.005
[1] Ali KARIMPOUR, Salam RAHMATALLA. Identification of structural parameters and boundary conditions using a minimum number of measurement points[J]. Front. Struct. Civ. Eng., 2020, 14(6): 1331-1348.
[2] Mohammad SALAVATI. Approximation of structural damping and input excitation force[J]. Front. Struct. Civ. Eng., 2017, 11(2): 244-254.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed