Access the full text.
Sign up today, get DeepDyve free for 14 days.
U. Ascher, J. Christiansen, R. Russell (1981)
Algorithm 569: COLSYS: Collocation Software for Boundary-Value ODEs [D2]ACM Trans. Math. Softw., 7
Yeong-Bin Yang, Judy Yang (2017)
State-of-the-Art Review on Modal Identification and Damage Detection of Bridges by Moving Test VehiclesInternational Journal of Structural Stability and Dynamics, 18
Wei Fan, Pizhong Qiao (2011)
Vibration-based Damage Identification Methods: A Review and Comparative StudyStructural Health Monitoring, 10
N. Wiberg, R. Baušys, P. Hager (1999)
Adaptive h-version eigenfrequency analysisComputers & Structures, 71
S. Kurochkin (2014)
Indexing of eigenvalues of boundary value problems for Hamiltonian systems of ordinary differential equationsComputational Mathematics and Mathematical Physics, 54
D. Estep, V. Ginting, S. Tavener (2012)
A Posteriori analysis of a multirate numerical method for ordinary differential equationsComputer Methods in Applied Mechanics and Engineering, 223
N. Ioakimidis (1996)
Deciding in elasticity problems by using Sturm's theoremComputers & Structures, 58
Yongliang Wang, Y. Ju, Z. Zhuang, Chenfeng Li (2018)
Adaptive finite element analysis for damage detection of non-uniform Euler–Bernoulli beams with multiple cracks based on natural frequenciesEngineering Computations, 35
O. Zienkiewicz (2006)
The background of error estimation and adaptivity in finite element computationsComputer Methods in Applied Mechanics and Engineering, 195
B. Kang, C. Riedel, C. Tan (2003)
Free vibration analysis of planar curved beams by wave propagationJournal of Sound and Vibration, 260
G. Bao, G. Hu, Di Liu (2012)
An h-adaptive finite element solver for the calculations of the electronic structuresJ. Comput. Phys., 231
H. Dwyer, A. Zettl (1995)
Eigenvalue Computations for Regular Matrix Sturm-Liouville Problems
O. Zienkiewicz, J. Zhu (1992)
The superconvergent patch recovery and a posteriori error estimates. Part 1: The recovery techniqueInternational Journal for Numerical Methods in Engineering, 33
Dmitry Chelkak, E. Korotyaev (2008)
Weyl-Titchmarsh functions of vector-valued Sturm-Liouville operators on the unit intervalarXiv: Spectral Theory
A. Andrew (2003)
Asymptotic Correction of More Sturm–Liouville Eigenvalue EstimatesBIT Numerical Mathematics, 43
B. Bandyrskii, I. Gavrilyuk, I. Lazurchak, V. Makarov (2005)
Functional-discrete Method (FD-method) for Matrix Sturm-Liouville Problems, 5
W. Fan, P. Qiao (2011)
Vibration-based Damage Identification Methods: A Review and Comparative Study:Structural Health Monitoring-an International Journal, 10
M. Malamud (2008)
On the completeness of the system of root vectors of the Sturm-Liouville operator with general boundary conditionsFunctional Analysis and Its Applications, 42
Kumar Vemaganti, J. Oden (2001)
Estimation of local modeling error and goal-oriented adaptive modeling of heterogeneous materials: Part II: a computational environment for adaptive modeling of heterogeneous elastic solidsComputer Methods in Applied Mechanics and Engineering, 190
Jaehong Lee (2000)
Free vibration analysis of delaminated composite beamsComputers & Structures, 74
V. Prikazchikov, M. Loseva (2004)
High-Accuracy Finite-Element Method for the Sturm-Liouville ProblemCybernetics and Systems Analysis, 40
L. Bieniasz (2008)
Adaptive solution of BVPs in singularly perturbed second-order ODEs, by the extended Numerov method combined with an iterative local grid h-refinementAppl. Math. Comput., 198
J. Thomas (1941)
Sturm's Theorem for Multiple Roots, 15
T. Oden, Kumar VemagantiTexas (2000)
Estimation of local modeling error and goal-oriented adaptive modeling of heterogeneous materials: I. Error estimates and adaptive algorithmsJournal of Computational Physics, 164
A. Johansson, J. Chaudry, V. Carey, D. Estep, V. Ginting, M. Larson, S. Tavener (2014)
Adaptive finite element solution of multiscale PDE–ODE systemsComputer Methods in Applied Mechanics and Engineering, 287
Y. Tseng, Chiung-shiann Huang, C.-J. Lin (1997)
DYNAMIC STIFFNESS ANALYSIS FOR IN-PLANE VIBRATIONS OF ARCHES WITH VARIABLE CURVATUREJournal of Sound and Vibration, 207
G. Jin, Tiangui Ye, Xianglong Ma, Y. Chen, Zhu Su, Xiang Xie (2013)
A unified approach for the vibration analysis of moderately thick composite laminated cylindrical shells with arbitrary boundary conditionsInternational Journal of Mechanical Sciences, 75
Pierre B'erard, B. Helffer (2017)
Sturm’s theorem on zeros of linear combinations of eigenfunctionsExpositiones Mathematicae
M. Kulikova, G. Kulikov (2014)
Adaptive ODE solvers in extended Kalman filtering algorithmsJ. Comput. Appl. Math., 262
D. Schillinger, E. Rank (2011)
An unfitted hp-adaptive finite element method based on hierarchical B-splines for interface problems of complex geometryComputer Methods in Applied Mechanics and Engineering, 200
K. Sivadas, N. Ganesan (1994)
Free Vibration and Material Damping Analysis of Moderately Thick Circular Cylindrical ShellsJournal of Sound and Vibration, 172
(1991)
A Prüfer method for calculating eigenvalues of self-adjoint systems of ordinary differential equations: parts 1 and 2
O. Zienkiewicz, J. Zhu (1992)
The superconvergent patch recovery and a posteriori error estimates. Part 2: Error estimates and adaptivityInternational Journal for Numerical Methods in Engineering, 33
D. Zhou, Y. Cheung (2000)
The free vibration of a type of tapered beamsComputer Methods in Applied Mechanics and Engineering, 188
I. Babuvška, W. Rheinboldt (1978)
Error Estimates for Adaptive Finite Element ComputationsSIAM Journal on Numerical Analysis, 15
P. Raveendranath, G. Singh, B. Pradhan (2000)
Free vibration of arches using a curved beam element based on a coupled polynomial displacement fieldComputers & Structures, 78
Yong Huang, Jing Chen, Q. Luo (2013)
A simple approach for determining the eigenvalues of the fourth-order Sturm-Liouville problem with variable coefficientsAppl. Math. Lett., 26
Chung‐Tsun Shieh, chaoyu shen (1999)
On the multiplicity of eigenvalues of a vectorial Sturm-Liouville differential equation and some related spectral problems, 127
M. Arndt, R. Machado, Adriano Scremin (2010)
An adaptive generalized finite element method applied to free vibration analysis of straight bars and trussesJournal of Sound and Vibration, 329
K. Chang, Chul‐Woo Kim (2016)
Modal-parameter identification and vibration-based damage detection of a damaged steel truss bridgeEngineering Structures, 122
H. Su, J. Banerjee (2015)
Development of dynamic stiffness method for free vibration of functionally graded Timoshenko beamsComputers & Structures, 147
M. Marletta (1993)
Automatic solution of regular and singular vector Sturm-Liouville problemsNumerical Algorithms, 4
L. Akulenko, A. Gavrikov, S. Nesterov (2017)
Numerical solution of vector Sturm–Liouville problems with Dirichlet conditions and nonlinear dependence on the spectral parameterComputational Mathematics and Mathematical Physics, 57
N. Wiberg, R. Baušys, P. Hager (1999)
Improved Eigenfrequencies and Eigenmodes in Free Vibration AnalysisComputers & Structures, 73
P. Bates, Xinfu Chen, Xin Deng (1995)
A numerical scheme for the two phase Mullins-Sekerka problemElectronic Journal of Differential Equations, 1995
This study aims to overcome the involved challenging issues and provide high-precision eigensolutions. General eigenproblems in the system of ordinary differential equations (ODEs) serve as mathematical models for vector Sturm-Liouville (SL) and free vibration problems. High-precision eigenvalue and eigenfunction solutions are crucial bases for the reliable dynamic analysis of structures. However, solutions that meet the error tolerances specified are difficult to obtain for issues such as coefficients of variable matrices, coincident and adjacent approximate eigenvalues, continuous orders of eigenpairs and varying boundary conditions.Design/methodology/approachThis study presents an h-version adaptive finite element method based on the superconvergent patch recovery displacement method for eigenproblems in system of second-order ODEs. The high-order shape function interpolation technique is further introduced to acquire superconvergent solution of eigenfunction, and superconvergent solution of eigenvalue is obtained by computing the Rayleigh quotient. Superconvergent solution of eigenfunction is used to estimate the error of finite element solution in the energy norm. The mesh is then, subdivided to generate an improved mesh, based on the error.FindingsRepresentative eigenproblems examples, containing typical vector SL and free vibration of beams problems involved the aforementioned challenging issues, are selected to evaluate the accuracy and reliability of the proposed method. Non-uniform refined meshes are established to suit eigenfunctions change, and numerical solutions satisfy the pre-specified error tolerance.Originality/valueThe proposed combination of methodologies described in the paper, leads to a powerful h-version mesh refinement algorithm for eigenproblems in system of second-order ODEs, that can be extended to other classes of applications in damage detection of multiple cracks in structures based on the high-precision eigensolutions.
Engineering Computations: International Journal for Computer-Aided Engineering and Software – Emerald Publishing
Published: Jun 17, 2021
Keywords: Free vibration; Error estimation; Coincident eigenvalues; h-version mesh refinement; Vector Sturm-Liouville problems
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.