Littérature scientifique sur le sujet « Elastostatic solution »
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Articles de revues sur le sujet "Elastostatic solution"
Charalambopoulos, Antonios, Theodore Gortsas et Demosthenes Polyzos. « On Representing Strain Gradient Elastic Solutions of Boundary Value Problems by Encompassing the Classical Elastic Solution ». Mathematics 10, no 7 (2 avril 2022) : 1152. http://dx.doi.org/10.3390/math10071152.
Texte intégralStolle, Dieter F. E., et Gabriel Sedran. « Influence of inertia on falling weight deflectometer (FWD) test response ». Canadian Geotechnical Journal 32, no 6 (1 décembre 1995) : 1044–48. http://dx.doi.org/10.1139/t95-101.
Texte intégralProvidakis, Costas P., et Dimitri E. Beskos. « Dynamic Analysis of Plates by Boundary Elements ». Applied Mechanics Reviews 52, no 7 (1 juillet 1999) : 213–36. http://dx.doi.org/10.1115/1.3098936.
Texte intégralChen, Ying-Ting, et Yang Cao. « A Coupled RBF Method for the Solution of Elastostatic Problems ». Mathematical Problems in Engineering 2021 (22 janvier 2021) : 1–15. http://dx.doi.org/10.1155/2021/6623273.
Texte intégralYUUKI, Ryoji, Sang-Bong CHO, Toshiro MATSUMOTO et Hiroyuki KISU. « Efficient boundary element elastostatic analysis using Hetenyi's fundamental solution. » Transactions of the Japan Society of Mechanical Engineers Series A 53, no 492 (1987) : 1581–89. http://dx.doi.org/10.1299/kikaia.53.1581.
Texte intégralSanders, E. D., M. A. Aguiló et G. H. Paulino. « Optimized lattice-based metamaterials for elastostatic cloaking ». Proceedings of the Royal Society A : Mathematical, Physical and Engineering Sciences 477, no 2253 (septembre 2021) : 20210418. http://dx.doi.org/10.1098/rspa.2021.0418.
Texte intégralSharp, S., et S. L. Crouch. « Boundary Integral Methods for Thermoelasticity Problems ». Journal of Applied Mechanics 53, no 2 (1 juin 1986) : 298–302. http://dx.doi.org/10.1115/1.3171755.
Texte intégralTsagareli, Ivane. « Explicit Solution of Elastostatic Boundary Value Problems for the Elastic Circle with Voids ». Advances in Mathematical Physics 2018 (10 juin 2018) : 1–6. http://dx.doi.org/10.1155/2018/6275432.
Texte intégralZhao, Bao Sheng, et Di Wu. « Boundary Conditions for Torsional Circular Shaft with Two-Dimensional Dodecagonal Quasicrystals ». Advanced Materials Research 580 (octobre 2012) : 411–14. http://dx.doi.org/10.4028/www.scientific.net/amr.580.411.
Texte intégralYuan, Huina, et Ziyang Pan. « Discussion on the Time-Harmonic Elastodynamic Half-Space Green’s Function Obtained by Superposition ». Mathematical Problems in Engineering 2016 (2016) : 1–7. http://dx.doi.org/10.1155/2016/2717810.
Texte intégralThèses sur le sujet "Elastostatic solution"
Ching, Hsu-Kuang. « Solution of Linear Elastostatic and Elastodynamic Plane Problems by the Meshless Local Petrov-Galerkin Method ». Diss., Virginia Tech, 2002. http://hdl.handle.net/10919/28885.
Texte intégralPh. D.
Onwordi, I. C. « Finite element solutions to elastostatic non-conforming contacts ». Thesis, Imperial College London, 1986. http://hdl.handle.net/10044/1/38126.
Texte intégralIaccarino, Gianni Luca. « Analytical Solution of two Traction-Value Problems in Second-Order Elasticity with Live Loads ». Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/35137.
Texte intégralMaster of Science
Wakugawa, Jason Masao Knowles James K. « On the existence and uniqueness of the solution to the small-scale nonlinear anti-plane shear crack problem in finite elastostatics / ». Diss., Pasadena, Calif. : California Institute of Technology, 1985. http://resolver.caltech.edu/CaltechETD:etd-03212008-094413.
Texte intégral« Digital computer solution of special electrostatic and elastostatic problems with applications to the mining of tabular deposits ». Thesis, 2015. http://hdl.handle.net/10539/16950.
Texte intégralGee, Chuen-Ming, et 葛春明. « An Adaptive h Algorithm for Boundary Element Solutions of Plane Elastostatic Problems ». Thesis, 1997. http://ndltd.ncl.edu.tw/handle/76501616207074261518.
Texte intégral國立台灣工業技術學院
機械工程技術研究所
85
The present study develops an adaptive h method for the boundary element solutions of plane elasto-static problems with multiple subregions. The domainmaterial properties considered include isotropy, orthotropy and anisotropy. First this study derives the boundary element equations of plane elasto- staticproblems with anisotropic medium and the formulas to compute the stress intensity factors of problems of plane linear elastic fracture mechanics. Thenthe error estimation method for the present boundary element solution and themesh refinement procedure are introduced. Finally the present adaptive boundary element mesh refinement model is applied to analyze some general plane elasto-static problems and plane linear elastic fracture mechanics problems to verify the accuracy of this adaptive model. The effect of materialproperty on the distributions of elements, displacements and tractions in the final refined meshis also investigated. From the numerical results, the accuracy and efficiency of the present adaptive boundary element meshrefinement model are verified. The variation of material axes is also found to affect the distributions of elements, displacements and tractions in the final refined mesh.
Chu, Po-chun, et 朱珀君. « Models of Corner and Crack Singularity of Linear Elastostatics and their Numerical Solutions ». Thesis, 2010. http://ndltd.ncl.edu.tw/handle/62948602889329302689.
Texte intégral國立中山大學
應用數學系研究所
98
The singular solutions for linear elastostatics at corners are essential in both theory and computation. In this thesis, we seek new singular solutions for corners with the fixed (displacement), the free stress (traction) boundary conditions, and their mixed types, and to explore their corner singularity and provide the algorithms and error estimates in detail. The singular solutions of linear elastostatics are derived, and a number of new models of corner and crack singularity are proposed. Effective numerical methods, such as the collocation Trefftz methods (CTM), the method of fundamental solutions (MFS), the method of particular solutions (MPS) and their combinations: the so called combined method, are developed. Such solutions are useful to examine other numerical methods for singularity problems in linear elastostatics. This thesis consists of three parts, Part I: Basic approaches, Part II: Advanced topics, and Part III: Mixed types of displacement and traction conditions. Contents of Parts I and II have been published in [47,82]. In Part I, the collocation Trefftz methods are used to obtain highly accurate solutions, where the leading coefficient has 14 (or 13) significant digits by the computation with double precision. In part II, two more new models (symmetric and anti-symmetric) of interior crack singularities are proposed, for the corner and crack singularity problems, the combined methods by using many fundamental solutions, but by adding a few singular solutions are proposed. Such a kind of combined methods is significant for linear elastostatics with corners (i.e., the L-shaped domain), because the singular solutions can only be obtained by seeking the power νk of rνk numerically. Hence, only a few singular solutions used may greatly simplify the numerical algorithms; Part III is a continued study of Parts I and II, to explore mixed type of displacement and free traction boundary conditions. To our best knowledge, this is the first time to provide the particular solutions near the corner with mixed types of boundary conditions and to report their numerical computation with different boundary conditions on the same corner edge in linear elastostatics. This thesis explores corner singularity and its numerical methods, to form a systematic study of basic theory and advanced computation for linear elastostatics.
Wakugawa, Jason Masao. « On the Existence and Uniqueness of the Solution to the Small-Scale Nonlinear Anti-Plane Shear Crack Problem in Finite Elastostatics ». Thesis, 1985. https://thesis.library.caltech.edu/1050/1/Wakugawa_jm_1985.pdf.
Texte intégralThis thesis addresses the issue of existence and uniqueness of the solution to the small-scale nonlinear anti-plane shear crack problem in finite elastostatics. The hodograph transformation, commonly used in the theory of compressible fluid flows, plays an essential role. Existence is established by exhibiting an exact closed form solution, constructed via the hodograph transformation. Uniqueness is established by first proving the uniqueness of the solution to a related boundary-value problem, which is linear by virtue of the hodograph transformation, and then examining the implications of this result on the original problem. The possibility of making some of the conditions imposed on the solution to the small-scale nonlinear crack problem less restrictive is then investigated. This leads to several further results, including estimates of the nonvanishing shear stress component of the stress tensor along the crack faces.
Livres sur le sujet "Elastostatic solution"
Victor, Li, et United States. National Aeronautics and Space Administration, dir. Vector image method for the derivation of elastostatic solutions for point sources in a plane layered medium. Cambridge, Ma : Dept. of Civil Engineering, Massachusetts Institute of Technology, 1986.
Trouver le texte intégralJentsch, Lothar. Zur Existenz Von Regulären lösungen der Elastostatik Stückweise Homogener Körper Mit Neuen Kontaktbedingungen an Den Trennflächen Zwischen Zwei Homogenen Teilen. de Gruyter GmbH, Walter, 2022.
Trouver le texte intégralChapitres de livres sur le sujet "Elastostatic solution"
Gerstle, W. H., N. N. V. Prasad et M. Xie. « Solution Method for Coupled Elastostatic BEM and FEM Domains ». Dans Boundary Element Technology VII, 213–26. Dordrecht : Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-011-2872-8_15.
Texte intégralSawada, T. « Solution Errors in BEM of 2-D Elastostatic Problem ». Dans Computational Mechanics ’88, 69–72. Berlin, Heidelberg : Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-61381-4_16.
Texte intégralMuci-Küchler, K. H., et T. J. Rudolphi. « Application of Tangent Derivative Boundary Integral Equations to the Solution of Elastostatic Problems ». Dans Boundary Element Technology VII, 757–74. Dordrecht : Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-011-2872-8_51.
Texte intégralKassab, Alain J., F. A. Moslehy, T. W. Ulrich et J. Pollard. « Inverse Boundary Element Solution for Locating Subsurface Cavities in Thermal and Elastostatic Problems ». Dans Computational Mechanics ’95, 3024–29. Berlin, Heidelberg : Springer Berlin Heidelberg, 1995. http://dx.doi.org/10.1007/978-3-642-79654-8_499.
Texte intégralKythe, Prem K. « Elastostatics ». Dans Fundamental Solutions for Differential Operators and Applications, 138–61. Boston, MA : Birkhäuser Boston, 1996. http://dx.doi.org/10.1007/978-1-4612-4106-5_7.
Texte intégralPoullikkas, Andreas, Andreas Karageorghis et Georgios Georgiou. « The Method of Fundamental Solutions in Three-Dimensional Elastostatics ». Dans Parallel Processing and Applied Mathematics, 747–55. Berlin, Heidelberg : Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/3-540-48086-2_83.
Texte intégralEslami, Reza, Richard B. Hetnarski, Jozef Ignaczak, Naotake Noda, Naobumi Sumi et Yoshinobu Tanigawa. « Solutions to Particular Three-Dimensional Boundary Value Problems of Elastostatics ». Dans Theory of Elasticity and Thermal Stresses, 209–18. Dordrecht : Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6356-2_8.
Texte intégralEslami, Reza, Richard B. Hetnarski, Jozef Ignaczak, Naotake Noda, Naobumi Sumi et Yoshinobu Tanigawa. « Solutions to Particular Two-Dimensional Boundary Value Problems of Elastostatics ». Dans Theory of Elasticity and Thermal Stresses, 219–44. Dordrecht : Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6356-2_9.
Texte intégralLabisch, Franz Karl. « Some Remarks on the Morphology of Non-Unique Solutions in Nonlinear Elastostatics ». Dans Bifurcation : Analysis, Algorithms, Applications, 177–84. Basel : Birkhäuser Basel, 1987. http://dx.doi.org/10.1007/978-3-0348-7241-6_19.
Texte intégralLiolios, A. A. « Upper and Lower Solution Bounds in Unilateral Contact Elastostatics under Second-Order Geometric Effects ». Dans Contact Mechanics, 37–40. Boston, MA : Springer US, 1995. http://dx.doi.org/10.1007/978-1-4615-1983-6_6.
Texte intégralActes de conférences sur le sujet "Elastostatic solution"
Sakurai, H. « Analytical solution of a two-dimensional elastostatic problem of functionally graded materials via the Airy stress function ». Dans MATERIALS CHARACTERISATION 2011. Southampton, UK : WIT Press, 2011. http://dx.doi.org/10.2495/mc110111.
Texte intégralBarber, J. R., et P. Hild. « Non-Uniqueness, Eigenvalue Solutions and Wedged Configurations Involving Coulomb Friction ». Dans ASME/STLE 2004 International Joint Tribology Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/trib2004-64368.
Texte intégralYosibash, Zohar, et Barna A. Szabó. « Failure Analysis of Composite Materials and Multi Material Interfaces ». Dans ASME 1995 Design Engineering Technical Conferences collocated with the ASME 1995 15th International Computers in Engineering Conference and the ASME 1995 9th Annual Engineering Database Symposium. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/detc1995-0145.
Texte intégralNaghdabadi, Reza, et Mohsen Asghari. « Some Advantages of the Elliptic Weight Function for the Element Free Galerkin Method ». Dans ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71455.
Texte intégralBora, Jugma N. « Analytical Evaluation of the Integrals Appearing in the Boundary Element Method for Some Problems in Mechanics ». Dans ASME 1991 International Computers in Engineering Conference and Exposition. American Society of Mechanical Engineers, 1991. http://dx.doi.org/10.1115/cie1991-0102.
Texte intégralShioya, Ryuji, Masao Ogino, Hiroshi Kawai et Shinobu Yoshimura. « Advanced General-Purpose Finite Element Solid Analysis System Adventure_Solid on the Earth Simulator : Its Application to Full-Scale Analysis of Nuclear Pressure Vessel ». Dans ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2750.
Texte intégralChou, Tsu-Wei, et Baoxing Chen. « Transient Elastic Wave Propagation and Local Dynamic Stress Concentration in Woven Fabric Composites ». Dans ASME 1998 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1998. http://dx.doi.org/10.1115/imece1998-1176.
Texte intégralGommerstadt, B. Y. « The J and M Integrals for a Cylindrical Cavity in a Time-Harmonic Wave Field ». Dans ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-65353.
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