Skip navigation

DSpace

機構典藏 DSpace 系統致力於保存各式數位資料(如:文字、圖片、PDF)並使其易於取用。

點此認識 DSpace
DSpace logo
English
中文
  • 瀏覽論文
    • 校院系所
    • 出版年
    • 作者
    • 標題
    • 關鍵字
    • 指導教授
  • 搜尋 TDR
  • 授權 Q&A
    • 我的頁面
    • 接受 E-mail 通知
    • 編輯個人資料
  1. NTU Theses and Dissertations Repository
  2. 工學院
  3. 土木工程學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/52426
完整後設資料紀錄
DC 欄位值語言
dc.contributor.advisor楊德良
dc.contributor.authorYu-Chuan Chiangen
dc.contributor.author江玉娟zh_TW
dc.date.accessioned2021-06-15T16:14:29Z-
dc.date.available2018-08-20
dc.date.copyright2015-08-20
dc.date.issued2015
dc.date.submitted2015-08-18
dc.identifier.citation[1] Kansa E.J. (1990a) Multiquadrics-a scattered data approximation scheme with applications to computational fluid-dynamics-I surface approximations and partial derivative estimates. Computers Math. Applic. Vol. 19, No. 8/9, pp. 127-145.
[2] Kansa E.J. (1990b) Multiquadrics-a scattered data approximation scheme with applications to computational fluid-dynamics-II solutions to parabolic, hyperbolic and elliptic partial differential equations. Computers Math. Applic. Vol. 19, No. 8/9, p. 147-161.
[3] Golberg, M. A., Chen, C. S., & Karur, S. R. (1996). Improved multiquadric approximation for partial differential equations. Engineering Analysis with boundary elements, 18(1), 9-17.
[4] Li, J., Hon, Y. C., & Chen, C. S. (2002). Numerical comparisons of two meshless methods using radial basis functions. Engineering Analysis with Boundary Elements, 26(3), 205-225.
[5] Kupradze, V. D., & Aleksidze, M. A. (1964). The method of functional equations for the approximate solution of certain boundary value problems.USSR Computational Mathematics and Mathematical Physics, 4(4), 82-126.
[6] Lin, C. Y., Gu, M. H., & Young, D. L. (2010). The time-marching method of fundamental solutions for multi-dimensional telegraph equations. Computers, Materials & Continua (CMC), 18(1), 43.
[7] Young, D. L., Lin, Y. C., Fan, C. M., & Chiu, C. L. (2009). The method of fundamental solutions for solving incompressible Navier–Stokes problems. Engineering analysis with boundary elements, 33(8), 1031-1044.
[8] Chen, C. S., Karageorghis, A., & Smyrlis, Y. S. (Eds.). (2008). The method of fundamental solutions: a meshless method (pp. 299-321). Atlanta: Dynamic Publishers.
[9] Fox, L., Henrici, P., & Moler, C. (1967). Approximations and bounds for eigenvalues of elliptic operators. SIAM Journal on Numerical Analysis, 4(1), 89-102.
[10] Tsai, C. C., Chen, C. S., & Hsu, T. W. (2009). The method of particular solutions for solving axisymmetric polyharmonic and poly-Helmholtz equations. Engineering analysis with boundary elements, 33(12), 1396-1402.
[11] Wen, P. H., & Chen, C. S. (2010). The method of particular solutions for solving scalar wave equations. International Journal for Numerical Methods in Biomedical Engineering, 26(12), 1878-1889.
[12] Chen, C. S., Fan, C. M., & Wen, P. H. (2011). The method of approximate particular solutions for solving elliptic problems with variable coefficients. International Journal of Computational Methods, 8(03), 545-559.
[13] Bellman, R., & Casti, J. (1971). Differential quadrature and long-term integration. Journal of Mathematical Analysis and Applications, 34(2), 235-238.
[14] Bellman, R., Kashef, B. G., & Casti, J. (1972). Differential quadrature: a technique for the rapid solution of nonlinear partial differential equations. Journal of computational physics, 10(1), 40-52.
[15] Lee, C. K., Liu, X., & Fan, S. C. (2003). Local multiquadric approximation for solving boundary value problems. Computational Mechanics, 30(5-6), 396-409.
[16] Yao, G., Kolibal, J., & Chen, C. S. (2011). A localized approach for the method of approximate particular solutions. Computers & Mathematics with Applications, 61(9), 2376-2387.
[17] Lin, C. Y., Gu, M. H., Young, D. L., & Chen, C. S. (2014). Localized method of approximate particular solutions with Cole–Hopf transformation for multi-dimensional Burgers equations. Engineering Analysis with Boundary Elements,40, 78-92.
[18] Lin, C. Y., Gu, M. H., Young, D. L., Sladek, J., & Sladek, V. (2015). The localized method of approximated particular solutions for solving two-dimensional incompressible viscous flow field. Engineering Analysis with Boundary Elements, 57, 23-36.
[19] Shu, C., Ding, H., & Yeo, K. S. (2005). Computation of incompressible Navier-Stokes equations by local RBF-based differential quadrature method. CMES: Computer Modeling in Engineering & Sciences, 7(2), 195-206.
[20] Shen, L. H., Tseng, K. H., & Young, D. L. (2013). Evaluation of multi-order derivatives by local radial basis function differential quadrature method. Journal of Mechanics, 29(01), 67-78.
[21] Atluri, S. N. - Zhu, T. (1998) A new Meshless Local Petrov-Galerkin (MLPG) approach in computational mechanics. Computational Mechanics, 22, pp. 117-127.
[22] Atluri, S. N. (2004) The Meshless Method (MLPG) For Domain & BIE Discretizations. Forsyth: Tech Science Press.
[23] Chen, C. S., Brebbia, C. A., & Power, H. (1999). Dual reciprocity method using compactly supported radial basis functions. Communications in numerical methods in engineering, 15(2), 137-150.
[24] Orsini, P., Power, H., & Lees, M. (2011). The Hermite radial basis function control volume method for multi-zones problems; A non-overlapping domain decomposition algorithm. Computer Methods in Applied Mechanics and Engineering, 200(5), 477-493.
[25] Fan, C. M., Chien, C. S., Chan, H. F., & Chiu, C. L. (2013). The local RBF collocation method for solving the double-diffusive natural convection in fluid-saturated porous media. International Journal of Heat and Mass Transfer,57(2), 500-503.
[26] Chou, C. K., Sun, C. P., Young, D. L., Sladek, J., & Sladek, V. (2015). Extrapolated local radial basis function collocation method for shallow water problems. Engineering Analysis with Boundary Elements, 50, 275-290.
[27] Šarler, B., & Vertnik, R. (2006). Meshfree explicit local radial basis function collocation method for diffusion problems. Computers & Mathematics with applications, 51(8), 1269-1282.
[28] Sladek J., Sladek V., Zhang Ch., et al. (2006) Meshless local Petrov-Galerkin method for plane piezoelectricity. CMC: Computers, Materials & Continua 4: 109–118.
[29] Sladek J., Sladek V., & Stanak P. (2010). Analysis of Thermo-Piezoelectricity Problems by Meshless Method. Acta Mechanica Slovaca, 14(4), 16-27.
[30] Sladek J., Sladek V., Stanak P., et al. (2013a) Analysis of the bending of circular piezoelectric plates with functionally graded material properties by a MLPG method. Engineering Structures 47: 81–89.
[31] Murata Datasheet (2012 Piezoelectric sound components.Cat.No.P37E-24, 1 February. Murata Manufacturing Co., Ltd available at: http://www.murata.com/products/catalog/pdf/p37e.pdf (accessed April 29 2013)
[32] Sladek J., Sladek V., Stanak P., et al. (2012c) Laminated elastic plates with piezoelectric sensors and actuators. CMES: Computer Modeling in Engineering & Sciences 85(6): 543–572.
[33] Stanak, P., Tadeu, A., Sladek, J., & Sladek, V. (2014). Meshless analysis of piezoelectric sensor embedded in composite floor panel. Journal of Intelligent Material Systems and Structures, 1045389X14549864.
[34] Stanak, P., Sladek J., Sladek V., Krahulec S. (2014) Numerical MLPG Analysis of Piezoelectric Sensor in Structures, Slovak Journal of Civil Engineering 22 (2), 15-20
[35] Stanak P., Sladek J., Sladek V., Tadeu A. (2014),Three-Dimensional Meshless Modelling of Functionally Graded Piezoelectric Sensor, Mechatronics 2013, 425-432
[36] Vijaya, M. S. (2012). Piezoelectric Materials and Devices: Applications in Engineering and Medical Sciences. CRC Press. [ISBN 9781439887868 - CAT# K14058].
[37] Curie, J., & Curie, P. (1880). Développement, par pression, de l’électricité polaire dans les cristaux hémièdres à faces inclinées. Comptes Rendus, 91, 294-295.
[38] Lippmann, G. (1908). Epreuves reversibles. photographies integrals. Comptes-Rendus Academie des Sciences, 146, 446-451.
[39] Fur, L. S., Yang, H. T., & Ankireddi, S. (1996). Vibration control of tall buildings under seismic and wind loads. Journal of Structural Engineering, 122(8), 948-957.
[40] Adachi, K., Kitamura, Y., & Iwatsubo, T. (2004). Integrated design of piezoelectric damping system for flexible structure. Applied Acoustics, 65(3), 293-310.
[41] Song, G., Sethi, V., & Li, H. N. (2006). Vibration control of civil structures using piezoceramic smart materials: A review. Engineering Structures, 28(11), 1513-1524.
[42] Hudson MJ and Reynolds P (2012) Implementation considerations for active vibration control in the design of floor structures—review article. Engineering Structures 44:334–358
[43] Tuma J., Simek J., Skuta J., et al. (2013) Active vibrations control of journal bearings with the use of piezoactuators. Mechanical Systems and Signal Processing 36: 618–629.
[44] GhaffarianHoseini, A., Dahlan, N. D., Berardi, U., GhaffarianHoseini, A., & Makaremi, N. (2013). The essence of future smart houses: From embedding ICT to adapting to sustainability principles. Renewable and Sustainable Energy Reviews, 24, 593-607.
[45] Tiersten HF (1969) Linear piezoelectric plate vibrations. New York: Plenum Press
[46] Ray, M. C., Bhattacharya, R., & Samanta, B. (1998). Exact solutions for dynamic analysis of composite plates with distributed piezoelectric layers.Computers & structures, 66(6), 737-743.
[47] Reddy, J. N., & Cheng, Z. Q. (2001). Three-dimensional solutions of smart functionally graded plates. Journal of Applied Mechanics, 68(2), 234-241.
[48] Zhong, Z., & Shang, E. T. (2003). Three-dimensional exact analysis of a simply supported functionally gradient piezoelectric plate. International Journal of Solids and Structures, 40(20), 5335-5352.
[49] Allik, H., & Hughes, T. J. (1970). Finite element method for piezoelectric vibration. International journal for numerical methods in engineering, 2(2), 151-157.
[50] Saravanos DA, Heyliger PR and Hopkins DA (1997) Layerwise mechanics and finite element for the dynamic analysis of piezoelectric composite plates. International Journal of Solids and Structures 34: 359–378
[51] Benjeddou A (2000) Advances in piezoelectric finite element modeling of structural elements: a survey. Computers and Structures 76: 347–363.
[52] Garcia Lage R, Mota Soares CM, Mota Soares CA, et al.(2004) Modelling of piezolaminated plates using layerwise mixed finite elements. Computers & Structures 82: 1849–1863.
[53] Semedo Garcao JE, Mota Soares CM, Mota Soares CA, et al. (2004) Analysis of laminated adaptive plate structures using layerwise finite element models. Computers & Structures 82: 1939–1959.
[54] Ding H and Liang J (1999) The fundamental solutions for transversely isotropic piezoelectricity and boundary element method. Computers & Structures 71: 447–455.
[55] Lee JS (1995) Boundary element method for electroelastic interaction in piezoceramics. Engineering Analysis with Boundary Elements 15: 321–328.
[56] Shechtman, D., Blech, I., Gratias, D., & Cahn, J. W. (1984). Metallic phase with long-range orientational order and no translational symmetry. Physical Review Letters, 53(20), 1951.
[57] Bak, P. (1985). Phenomenological theory of icosahedral incommensurate (' quasiperiodic') order in Mn-Al alloys. Physical review letters, 54(14), 1517.
[58] Socolar, J. E., Lubensky, T. C., & Steinhardt, P. J. (1986). Phonons, phasons, and dislocations in quasicrystals. Physical Review B, 34(5), 3345.
[59] Fan, T. Y., Wang, X. F., Li, W., & Zhu, A. Y. (2009). Elasto-hydrodynamics of quasicrystals. Philosophical Magazine, 89(6), 501-512.
[60] Agiasofitou, E., & Lazar, M. (2014). The elastodynamic model of wave-telegraph type for quasicrystals. International Journal of Solids and Structures,51(5), 923-929.
[61] Sladek, J., Sladek, V., & Pan, E. (2013). Bending analyses of 1D orthorhombic QC plates. International Journal of Solids and Structures, 50(24), 3975-3983.
[62] Sladek, J., Sladek, V., Zhang, C., & Wünsche, M. (2015). Modelling of orthorhombic quasicrystal shallow shells. European Journal of Mechanics-A/Solids, 49, 518-530.
[63] Mindlin, R.D. (1951). Influence of rotary inertia and shear on flexural motions of isotropic, elastic plates. J. Appl. Mech.ASME 18, 31–38
[64] Reddy, J. N. (2004). Mechanics of laminated composite plates and shells: theory and analysis. CRC press.
[65] Fan, T. (2011). Mathematical theory of elasticity of quasicrystals and its applications. Beijing: Springer.
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/52426-
dc.description.abstract局部徑向基底函數佈點無網格數值方法的優點在於能夠方便地利用局部徑向基底函數微分運算子近似控制方程式和諾伊曼型邊界條件中的空間導數,使研究者們更便利地求解複雜物理問題。以往局部徑向基底函數佈點無網格數值方法廣泛用於解決計算流體力學問題,為了將局部徑向基底函數佈點無網格法拓展至結構工程領域,本研究主旨為利用局部徑向基底函數佈點法求解壓電感應器及準晶體平板問題。
由於壓電材料本身的壓電特性,壓電材料被廣泛應用於智能裝置與感應器材。壓電感應器通常被製作成薄型圓板,因此本研究在三維圓柱模型多重維度計算域中,分析壓電感應器受壓於一均勻載重產生之位移與電勢。此外,本研究以有限元素法計算結果為基準,比較無網格局部Petrov-Galerkin法和局部徑向基底函數佈點法之計算結果差異。
在求解準晶體結構平板問題中,本研究根據米德林平板理論,將實際三為平板問題轉化為準三維問題。以二維控制方程式求解聲子與相位子變量,分別探討簡支平板及固支平板受於均勻載重下的物理行為。此外,本研究比較了傳統有限差分網格法和局部徑向基底函數佈點法的結果差異,以展示局部徑向基底函數佈點無網格法在求解本問題的優勢。最後提出了一項在正交均勻佈點計算域中,利用局部徑向基底函數運算子近似交互微分導數時所遇到的困難,待未來有更多研究進一步解決。
zh_TW
dc.description.abstractThe advantage of the localized radial basis function collocation method (LRBFCM) is that we can easily utilize kinds of LRBFCM spatial differential operators for the approximation of the spatial derivatives from the governing equations and Neumann type boundary conditions. As a result, LRBFCM is a convenient strong form meshless method for researchers to conduct with complex physical problems numerically. In the past, LRBFCM are usually applied for solving computational fluid mechanics (CFD) problems. In order to extend LRBFCM into structure engineering problems, we focus on the two main problems: numerical studies of piezoelectric sensor and quasicrystal plate.
Due to the inherent piezoelectricity, piezoelectric electric materials are recognized as intelligent materials which play an important role on the development of various sensors and smart materials applications. In this thesis, we use LRBFCM to analyze a piezoelectric sensor under a uniform compressive load. Piezoelectric sensors are often manufactured as thin cylindrical plates, therefore a 3D cylindrical model with multi-scale nodal distribution domain is applied here. This thesis will demonstrate the results of mechanical displacement and induced electric potential by the LRBFCM. Furthermore, we also take the FEM-ANSYS solutions as a benchmark to compare the results with meshless local-Petrov-Galerkin method (MLPG) from Professor Sladek’s group.
For the second main problem, the LRBFCM is applied to analyze in a quasicrystal (QCs) plate under a uniform static loads. Due to the Reissner–Mindlin plate bending theory, the actual 3D plate problem can be reduced to a quasi-3D problem. Hence, we are allowed to simulate the phonon and phason displacements by 2D governing equations. The behavior of the simply supported and clamped quasicrystal plates will be discussed here. In addition, this study remakes this quasicrystal plate problem by a conventional mesh-dependent numerical method, finite difference method (FDM) and compare the FDM results and LRBFCM results in order to show the superiority of the LRBFCM. The last but not the least, this study points out the difficulties when we conduct with the cross term on the orthogonal uniform distribution domain in order to improve the stability and accuracy of the LRBFCM for further researches.
en
dc.description.provenanceMade available in DSpace on 2021-06-15T16:14:29Z (GMT). No. of bitstreams: 1
ntu-104-R02521316-1.pdf: 2682414 bytes, checksum: 91f15f9b4d270ca15151f9245f0c33dc (MD5)
Previous issue date: 2015
en
dc.description.tableofcontents摘要 i
Abstract ii
Table of Contents iv
List of Figures vii
List of Tables xi
Chapter 1 Introduction 1
1.1 Motivations and Objectives 1
1.1.1 Mesh-dependent numerical methods 2
1.1.2 Meshless numerical methods 3
1.2 Organization of the thesis 4
Chapter 2 The Localized Radial Basis Function Collocation Method 6
2.1 Localized radial basis function collocation method 7
2.2 Radial basis function 10
2.3 The selection of local nodes 13
2.4 Shape parameter 17
2.5 Normalization technique 18
2.5.1 Normalized distance 18
2.5.2 Normalized shape parameter 18
Chapter 3 The Localized Radial Basis Function Collocation Method for Piezoelectric Sensor under Compressive Load 20
3.1 Introduction 20
3.1.1 Piezoelectric effect 21
3.1.2 Piezoelectric materials on civil engineering 24
3.1.3 Numerical methods for piezoelectric problems 25
3.2 Governing Equations 27
3.3 Boundary conditions 29
3.4 The derivations for LRBFCM 29
3.5 Numerical examples for the piezoelectric sensor 33
3.6 Numerical results for the static problem of the piezoelectric sensor under compressive load 39
Chapter 4 The Localized Radial Basis Function Collocation Method for the Quasicrystal Plate Problems 43
4.1 Introduction 43
4.2 Governing Equations 44
4.3 Boundary conditions 52
4.3.1 Simply-supported boundary conditions 52
4.3.2 Clamped boundary conditions 53
4.4 The derivations for LRBFCM 53
4.5 Numerical examples for the quasicrystal plate 56
4.6 Numerical results for the orthorhombic quasicrystal plate 57
4.6.1 Simply-supported QC plate 57
4.6.2 Clamped QC plate 61
4.7 Finite Difference Analysis 63
4.8 Investigation of sensitivity of shape parameter and selection of supported local nodes 67
Chapter 5 Conclusions and future work 70
5.1 Conclusions 70
5.2 Future Work 71
Acknowledgement 72
References 73
Appendix 82
A. Type of boundary conditions 82
dc.language.isoen
dc.subject局部徑向基底函數佈點法zh_TW
dc.subject聲子與相位子應變zh_TW
dc.subject準晶體平板zh_TW
dc.subject米德林定理zh_TW
dc.subject壓電效應zh_TW
dc.subject壓電感應器zh_TW
dc.subjectReissner-Mindlin theoryen
dc.subjectpiezoelectric sensoren
dc.subjectpiezoelectric effecten
dc.subjectphonon and phason displacementsen
dc.subjectquasicrystal plateen
dc.subjectlocalized radial basis functionen
dc.title以局部徑向基底函數佈點法求解壓電感應器及準晶體平板問題zh_TW
dc.titlePiezoelectric Sensors and Quasicrystal Plate Problems by Localized Radial Basis Function Collocation Methoden
dc.typeThesis
dc.date.schoolyear103-2
dc.description.degree碩士
dc.contributor.oralexamcommittee廖清標,陳正宗,洪宏基,徐國錦
dc.subject.keyword局部徑向基底函數佈點法,壓電感應器,壓電效應,聲子與相位子應變,準晶體平板,米德林定理,zh_TW
dc.subject.keywordlocalized radial basis function,piezoelectric sensor,piezoelectric effect,phonon and phason displacements,quasicrystal plate,Reissner-Mindlin theory,en
dc.relation.page83
dc.rights.note有償授權
dc.date.accepted2015-08-18
dc.contributor.author-college工學院zh_TW
dc.contributor.author-dept土木工程學研究所zh_TW
顯示於系所單位:土木工程學系

文件中的檔案:
檔案 大小格式 
ntu-104-1.pdf
  未授權公開取用
2.62 MBAdobe PDF
顯示文件簡單紀錄


系統中的文件,除了特別指名其著作權條款之外,均受到著作權保護,並且保留所有的權利。

社群連結
聯絡資訊
10617臺北市大安區羅斯福路四段1號
No.1 Sec.4, Roosevelt Rd., Taipei, Taiwan, R.O.C. 106
Tel: (02)33662353
Email: ntuetds@ntu.edu.tw
意見箱
相關連結
館藏目錄
國內圖書館整合查詢 MetaCat
臺大學術典藏 NTU Scholars
臺大圖書館數位典藏館
本站聲明
© NTU Library All Rights Reserved