Crack detection in Mindlin-Reissner plates under dynamic loads based on fusion of data and models
暂无分享,去创建一个
Eleni Chatzi | Konstantinos Tatsis | Konstantinos Agathos | Sergio Nicoli | Stéphane P.A. Bordas | E. Chatzi | S. Bordas | K. Agathos | K. Tatsis | S. Nicoli
[1] M. Duflot. A study of the representation of cracks with level sets , 2007 .
[2] Costas Papadimitriou,et al. Optimal sensor placement methodology for parametric identification of structural systems , 2004 .
[3] Stéphane Bordas,et al. 3D Crack Detection Using an XFEM Variant and Global Optimization Algorithms , 2016 .
[4] Vasilis K. Dertimanis,et al. Vibration-based experimental damage detection of a small-scale wind turbine blade , 2017 .
[5] Charles R. Farrar,et al. Structural Health Monitoring: A Machine Learning Perspective , 2012 .
[6] Raimondo Betti,et al. A sweeping window method for detection of flaws using an explicit dynamic XFEM and absorbing boundary layers , 2016 .
[7] Nobuo Takeda,et al. Damage detection in composites using optical fibre sensors , 2007 .
[8] Chengbin Du,et al. An adaptive multiscale approach for identifying multiple flaws based on XFEM and a discrete artificial fish swarm algorithm , 2018, Computer Methods in Applied Mechanics and Engineering.
[9] H. Waisman,et al. A guided Bayesian inference approach for detection of multiple flaws in structures using the extended finite element method , 2015 .
[10] Ted Belytschko,et al. Elastic crack growth in finite elements with minimal remeshing , 1999 .
[11] R. R. Navthar,et al. Digital Image Correlation Technique for Strain Measurement of Aluminium Plate , 2016 .
[12] Xu-hao Han,et al. An approach based on level set method for void identification of continuum structure with time-domain dynamic response , 2019, Applied Mathematical Modelling.
[13] C. Fritzen,et al. DAMAGE DETECTION BASED ON MODEL UPDATING METHODS , 1998 .
[14] Daniele Dessi,et al. Damage identification techniques via modal curvature analysis: Overview and comparison , 2015 .
[15] Timon Rabczuk,et al. Detection of multiple flaws in piezoelectric structures using XFEM and level sets , 2014 .
[16] Mustafa Gul,et al. Damage assessment using flexibility and flexibility-based curvature for structural health monitoring , 2008 .
[17] Dan Givoli,et al. Crack identification by ‘arrival time’ using XFEM and a genetic algorithm , 2009 .
[18] S. Bordas,et al. A well‐conditioned and optimally convergent XFEM for 3D linear elastic fracture , 2016 .
[19] Guido De Roeck,et al. Dealing with uncertainty in model updating for damage assessment: A review , 2015 .
[20] Tinh Quoc Bui,et al. An effective computational approach based on XFEM and a novel three-step detection algorithm for multiple complex flaw clusters , 2017 .
[21] Filipe Magalhães,et al. Explaining operational modal analysis with data from an arch bridge , 2011 .
[22] Filipe Magalhães,et al. Online automatic identification of the modal parameters of a long span arch bridge , 2009 .
[23] Ronald A. Howard,et al. Information Value Theory , 1966, IEEE Trans. Syst. Sci. Cybern..
[24] K. Bathe,et al. A four‐node plate bending element based on Mindlin/Reissner plate theory and a mixed interpolation , 1985 .
[25] Tom Lahmer,et al. Damage identification in gravity dams using dynamic coupled hydro-mechanical XFEM , 2018 .
[26] Koushik Roy,et al. Structural Damage Identification Using Mode Shape Slope and Curvature , 2017 .
[27] Raimondo Betti,et al. A multiscale flaw detection algorithm based on XFEM , 2014 .
[28] P Kerfriden,et al. Natural frequencies of cracked functionally graded material plates by the extended finite element method , 2011 .
[29] Timon Rabczuk,et al. Detection of material interfaces using a regularized level set method in piezoelectric structures , 2016 .
[30] Daniel J. Inman,et al. Modal Vibration Methods in Structural Health Monitoring , 2010 .
[31] Michael Döhler,et al. Towards extraction of vibration-based damage indicators , 2016 .
[32] Timon Rabczuk,et al. Multiple cracks identification for piezoelectric structures , 2017, International Journal of Fracture.
[33] C. Ratcliffe. DAMAGE DETECTION USING A MODIFIED LAPLACIAN OPERATOR ON MODE SHAPE DATA , 1997 .
[34] T. Belytschko,et al. Non‐planar 3D crack growth by the extended finite element and level sets—Part II: Level set update , 2002 .
[35] Raimondo Betti,et al. Nondestructive identification of multiple flaws using XFEM and a topologically adapting artificial bee colony algorithm , 2013 .
[36] Charles R. Farrar,et al. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review , 1996 .
[37] Timon Rabczuk,et al. Linear buckling analysis of cracked plates by SFEM and XFEM , 2011 .
[38] Michel Salaün,et al. eXtended finite element methods for thin cracked plates with Kirchhoff–Love theory , 2010 .
[39] Reza Tarinejad,et al. Damage detection based on system identification of concrete dams using an extended finite element–wavelet transform coupled procedure , 2018 .
[40] Carlos E. S. Cesnik,et al. Review of guided-wave structural health monitoring , 2007 .
[41] Haim Waisman,et al. Detection and quantification of flaws in structures by the extended finite element method and genetic algorithms , 2010 .
[42] Nikolaus Hansen,et al. A restart CMA evolution strategy with increasing population size , 2005, 2005 IEEE Congress on Evolutionary Computation.
[43] Hoon Sohn,et al. Overview of Piezoelectric Impedance-Based Health Monitoring and Path Forward , 2003 .
[44] Ted Belytschko,et al. Modeling fracture in Mindlin–Reissner plates with the extended finite element method , 2000 .
[45] T. Belytschko,et al. Non‐planar 3D crack growth by the extended finite element and level sets—Part I: Mechanical model , 2002 .
[46] N. Khaji,et al. Identification of multiple flaws in 2D structures using dynamic extended spectral finite element method with a universally enhanced meta-heuristic optimizer , 2018 .
[47] Ted Belytschko,et al. A finite element method for crack growth without remeshing , 1999 .
[48] Timon Rabczuk,et al. Detection of flaws in piezoelectric structures using extended FEM , 2013 .
[49] Bijay K. Mishra,et al. New enrichments in XFEM to model dynamic crack response of 2-D elastic solids , 2016 .
[50] T. Belytschko,et al. Non‐linear analysis of shells with arbitrary evolving cracks using XFEM , 2005 .
[51] G. Jenkins,et al. Time series analysis, forecasting and control , 1971 .
[52] Petros Koumoutsakos,et al. Reducing the Time Complexity of the Derandomized Evolution Strategy with Covariance Matrix Adaptation (CMA-ES) , 2003, Evolutionary Computation.
[53] Stéphane Bordas,et al. Stable 3D extended finite elements with higher order enrichment for accurate non planar fracture , 2016 .
[54] Vasilis K. Ntertimanis,et al. Modal-based damage localization on wind turbine blades under environmental variability , 2018 .
[55] Ertugrul Taciroglu,et al. Modeling and identification of an arbitrarily shaped scatterer using dynamic XFEM with cubic splines , 2014 .
[56] K. Law,et al. Time series-based damage detection and localization algorithm with application to the ASCE benchmark structure , 2006 .
[57] Haim Waisman,et al. Experimental application and enhancement of the XFEM-GA algorithm for the detection of flaws in structures , 2011 .
[58] Charles R. Farrar,et al. A summary review of vibration-based damage identification methods , 1998 .
[59] Edwin Reynders,et al. System Identification Methods for (Operational) Modal Analysis: Review and Comparison , 2012 .
[60] Arun Kumar Pandey,et al. Damage detection from changes in curvature mode shapes , 1991 .
[61] B. Moor,et al. Subspace identification for linear systems , 1996 .
[62] Guido De Roeck,et al. REFERENCE-BASED STOCHASTIC SUBSPACE IDENTIFICATION FOR OUTPUT-ONLY MODAL ANALYSIS , 1999 .
[63] E. Chatzi,et al. Extended finite element method with global enrichment , 2015 .
[64] I. Babuska,et al. The design and analysis of the Generalized Finite Element Method , 2000 .
[65] Eleni Chatzi,et al. Stable 3D XFEM/vector level sets for non‐planar 3D crack propagation and comparison of enrichment schemes , 2018 .
[66] Seng Tjhen Lie,et al. Damage detection method based on operating deflection shape curvature extracted from dynamic response of a passing vehicle , 2013 .
[67] Dan Givoli,et al. XFEM‐based crack detection scheme using a genetic algorithm , 2007 .
[68] Charles R. Farrar,et al. Influence of the Autoregressive Model Order on Damage Detection , 2011, Comput. Aided Civ. Infrastructure Eng..
[69] Piotr Czop,et al. Formulation and identification of First- Principle Data-Driven models , 2011 .
[70] Eleni Chatzi,et al. Multiple crack detection in 3D using a stable XFEM and global optimization , 2018, Computational Mechanics.
[71] Eleni Chatzi,et al. On the use of mode shape curvatures for damage localization under varying environmental conditions: On the use of mode shape curvatures for damage localization under varying environmental conditions , 2018 .