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Relevant bibliographies by topics / Finite elements analysis

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Academic literature on the topic 'Finite elements analysis'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Finite elements analysis"

1

Perumal, Logah, C. P. Tso, and Lim Thong Leng. "Novel Polyhedral Finite Elements for Numerical Analysis." International Journal of Computer and Electrical Engineering 9, no. 2 (2017): 492–501. http://dx.doi.org/10.17706/ijcee.2017.9.2.492-501.

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Muhsin, Nawfel Muhammed Baqer. "Finite Elements Analysis of Laser Cutting Process." Neuroquantology 18, no. 5 (May 30, 2020): 50–55. http://dx.doi.org/10.14704/nq.2020.18.5.nq20167.

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Mackerle, Jaroslav. "Finite element analysis of machine elements." Engineering Computations 16, no. 6 (September 1999): 677–748. http://dx.doi.org/10.1108/02644409910286429.

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Haukaas, T., and P. Gardoni. "Model Uncertainty in Finite-Element Analysis: Bayesian Finite Elements." Journal of Engineering Mechanics 137, no. 8 (August 2011): 519–26. http://dx.doi.org/10.1061/(asce)em.1943-7889.0000253.

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Hayashi, Masa, Motonao Yamanaka, Hiroshi Kasebe, and Toshiaki Satoh. "Efficient Hierarchical Elements in Finite Element Analysis." Doboku Gakkai Ronbunshu, no. 591 (1998): 71–84. http://dx.doi.org/10.2208/jscej.1998.591_71.

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Girault, Vivette, Shuyu Sun, Mary F. Wheeler, and Ivan Yotov. "Coupling Discontinuous Galerkin and Mixed Finite Element Discretizations using Mortar Finite Elements." SIAM Journal on Numerical Analysis 46, no. 2 (January 2008): 949–79. http://dx.doi.org/10.1137/060671620.

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Shirazi-Adl, A. "Nonlinear finite element analysis of wrapping uniaxial elements." Computers & Structures 32, no. 1 (January 1989): 119–23. http://dx.doi.org/10.1016/0045-7949(89)90076-x.

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Milbradt, P., and T. Pick. "Polytope finite elements." International Journal for Numerical Methods in Engineering 73, no. 12 (2008): 1811–35. http://dx.doi.org/10.1002/nme.2149.

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Chi, Heng, Cameron Talischi, Oscar Lopez-Pamies, and Glaucio H.Paulino. "Polygonal finite elements for finite elasticity." International Journal for Numerical Methods in Engineering 101, no. 4 (November 11, 2014): 305–28. http://dx.doi.org/10.1002/nme.4802.

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Farias, M. M., and D. J. Naylor. "Safety analysis using finite elements." Computers and Geotechnics 22, no. 2 (January 1998): 165–81. http://dx.doi.org/10.1016/s0266-352x(98)00005-6.

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Dissertations / Theses on the topic "Finite elements analysis"

1

Karaolani, Persephoni. "Finite elements for image analysis." Thesis, University of Reading, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.240203.

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Monaghan, Dermot James. "Automatically coupling elements of dissimilar dimension in finite element analysis." Thesis, Queen's University Belfast, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.326293.

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Berger, Stephanie 1981. "Experimental and finite element analysis of high pressure packer elements." Thesis, Massachusetts Institute of Technology, 2004. http://hdl.handle.net/1721.1/28879.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Materials Science and Engineering, 2004.
Includes bibliographical references (leaf 30).
Packer elements are traditionally rubber seals that can operate under specified downhole conditions and provide a seal for either a short-term, retrievable, or a long-term, permanent, completion. In this case a retrievable 19.7cm (7-3/4") packer element for a high-pressure high-temperature (HPHT) environment was designed and tested. The element created a seal between the mandrel, or tubing, and the casing. At high temperature and pressure rubber needs to be contained so that it will create and maintain an energized seal. In this study only Aflas rubber was tested. Various backup systems were examined; some more traditional designs such as the carbon steel foldback ring were compared to more experimental ideas. Results of theoretical simulations were compared to actual test results in order to gain a greater understanding of element behavior. Experiments were also performed to study the process of element setting, which is difficult to observe due to the high pressures and temperatures required. In a related study alternative materials to rubber such as annealed high-conductivity oxygen-free copper were tested to determine if the properties could be applied for packer element applications. The most successful design was the foldback ring with an anti-extrusion PEEK ring under the gage ring. This design passed a liquid test at 134 MPa (19.5k psi) differential pressure and a gas test at 87.6 MPa (12.7k psi) differential pressure. New designs such as the split ring with mesh and the garter spring with mesh did not pass fixture tests but could be successful with further modifications. FEA was used as an analytical tool to create simulations of the element after a setting force is applied. The modeling was shown to correlate to the actual test results and therefore it would be a good tool to use in future studies.
by Stephanie Berger.
S.M.

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Bendickson, Jon M. "Analysis of finite diffractive optical elements." Diss., Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/15424.

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Tseng, Gordon Bae-Ji. "Investigation of tetrahedron elements using automatic meshing in finite element analysis /." Online version of thesis, 1992. http://hdl.handle.net/1850/10699.

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Lai, Zhi Cheng. "Finite element analysis of electrostatic coupled systems using geometrically nonlinear mixed assumed stress finite elements." Diss., Pretoria : [s.n.], 2007. http://upetd.up.ac.za/thesis/available/etd-05052008-101337/.

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Foo, Senglee. "Finline discontinuity analysis using vectorial finite elements." Thesis, McGill University, 1992. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=39311.

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In this thesis, a numerically efficient three-dimensional finite element scheme is used to analyze arbitrarily-shaped discontinuities in inhomogeneous-dielectric-loaded waveguides. Special emphasis is placed on discontinuity problems in finlines and related structures. A simple but accurate recursive algorithm, the boundary-marching method, for modeling uniform waveguides of arbitrarily-shaped cross-section is developed for the analysis. This algorithm is used to generate the matrix representations of various waveguides, including the unilateral finlines. It is shown that, by using the substructure formulation and the matrix representation of the uniform guide, the finite element mesh of the discontinuity problem can be truncated to a proximity very close to the discontinuity without compromising with the result accuracy. Finally, characteristics of inductive strips in unilateral finline are evaluated using the finite element scheme. The scattering parameters of the inductive strips obtained with the finite element method agree with published measurements and other numerical solutions to within a few percent with a relatively small number of elements. Various effects of the manufacturing process, such as the effect of mounting grooves, finite metalization thickness and deflection of dielectric substrate, on the discontinuity parameters are studied in detail using the finite element scheme.

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Shorter, Philip. "Combining finite elements and statistical energy analysis /." Online version, 1998. http://bibpurl.oclc.org/web/23511.

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毛生根 and Shenggen Mao. "Symplectic analysis of flexible structures by finite elements." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1996. http://hub.hku.hk/bib/B3123754X.

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Mao, Shenggen. "Symplectic analysis of flexible structures by finite elements /." Hong Kong : University of Hong Kong, 1996. http://sunzi.lib.hku.hk/hkuto/record.jsp?B19471154.

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Books on the topic "Finite elements analysis"

1

1954-, Katz Casimir, ed. Structural analysis with finite elements. Berlin: Springer-Verlag, 2004.

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Hartmann, Friedel. Structural Analysis with Finite Elements. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004.

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Jategaonkar, R. Bridge analysis using finite elements. [s.l.]: Canadian Society for Civil Engineering, 1985.

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Hartmann, F. Structural analysis with finite elements. Berlin: Springer-Verlag, 2004.

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Hartmann, Friedel, and Casimir Katz. Structural Analysis with Finite Elements. Berlin, Heidelberg: Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-49702-8.

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Hartmann, Friedel, and Casimir Katz. Structural Analysis with Finite Elements. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-662-05423-9.

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Werkle, Horst. Finite Elements in Structural Analysis. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-49840-5.

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Melosh, Robert J. Structural engineering analysis by finite elements. London: Prentice-Hall International, 1990.

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Maronikolaki, A. Finite elements analysis of shallow tunnels. Manchester: UMIST, 1997.

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Electrical machine analysis using finite elements. Boca Raton, FL: Talor & Francis, 2005.

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Book chapters on the topic "Finite elements analysis"

1

Rieg, Frank, Reinhard Hackenschmidt, and Bettina Alber-Laukant. "Finite Elements and Element Matrices." In Finite Element Analysis for Engineers, 63–162. München: Carl Hanser Verlag GmbH & Co. KG, 2014. http://dx.doi.org/10.3139/9781569904886.004.

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Ern, Alexandre, and Jean-Luc Guermond. "Analysis using inf-sup stability." In Finite Elements III, 211–28. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-57348-5_71.

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Altenbach, Holm, Johannes Altenbach, and Wolfgang Kissing. "Finite Element Analysis." In Mechanics of Composite Structural Elements, 377–434. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-662-08589-9_11.

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Altenbach, Holm, Johannes Altenbach, and Wolfgang Kissing. "Finite Element Analysis." In Mechanics of Composite Structural Elements, 409–60. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8935-0_11.

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Creus, G. J. "Finite Elements Viscoelastic Analysis." In Viscoelasticity — Basic Theory and Applications to Concrete Structures, 111–40. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82686-3_7.

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Gayed, Ramez, and Amin Ghali. "Methods of finite differences and finite-elements." In Structural Analysis Fundamentals, 329–62. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9780429286858-12.

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Hartmann, Friedel, and Casimir Katz. "What are finite elements?" In Structural Analysis with Finite Elements, 1–180. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-662-05423-9_1.

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Blaauwendraad, J., and A. W. M. Kok. "Handicraft in Finite Elements." In Numerical Techniques for Engineering Analysis and Design, 543–52. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3653-9_60.

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Hartmann, Friedel, and Casimir Katz. "What are boundary elements?" In Structural Analysis with Finite Elements, 181–210. Berlin, Heidelberg: Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-662-05423-9_2.

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Chipot, Michel. "Finite Element Methods for Elliptic Problems." In Elements of Nonlinear Analysis, 105–29. Basel: Birkhäuser Basel, 2000. http://dx.doi.org/10.1007/978-3-0348-8428-0_8.

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Conference papers on the topic "Finite elements analysis"

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Antonova, Elena E., and David C. Looman. "Finite Elements for Electromigration Analysis." In 2017 IEEE 67th Electronic Components and Technology Conference (ECTC). IEEE, 2017. http://dx.doi.org/10.1109/ectc.2017.310.

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Alioli, Mattia, Pierangelo Masarati, Marco Morandini, Gian Luca Ghiringhelli, Trenton Carpenter, and Roberto Albertani. "Nonlinear membrane inverse finite elements." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2014 (ICNAAM-2014). AIP Publishing LLC, 2015. http://dx.doi.org/10.1063/1.4912419.

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Muhanna, Rafi L., Robert L. Mullen, and M. V. Rama Rao. "Nonlinear Interval Finite Elements for Beams." In Second International Conference on Vulnerability and Risk Analysis and Management (ICVRAM) and the Sixth International Symposium on Uncertainty, Modeling, and Analysis (ISUMA). Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413609.223.

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Nack, Wayne V. "Brake Squeal Analysis by Finite Elements." In Noise & Vibration Conference & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1999. http://dx.doi.org/10.4271/1999-01-1736.

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Rondeau, Jean-Francois, Ludovic Dejaeger, Antoine Guellec, Arnaud Caillet, and Lars Bischoff. "Cockpit Module Analysis Using Poroelastic Finite Elements." In 8th International Styrian Noise, Vibration & Harshness Congress: The European Automotive Noise Conference. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2014. http://dx.doi.org/10.4271/2014-01-2078.

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MacNeal, Richard, and Richard MacNeal. "Perspective on finite elements for shell analysis." In 38th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1139.

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Miller, T. J. E. "Finite elements applied to synchronous and switched reluctance motors." In IEE Seminar on Current Trends in the Use of Finite Elements (FE) in Electromechanical Design and Analysis. IEE, 2000. http://dx.doi.org/10.1049/ic:20000050.

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Zhelyazov, Todor. "Finite Element Modelling of FRP – Strengthened Structural Elements." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0752.

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<p>Numerical aspects of the analysis of structural elements strengthened with FRP reinforcement are discussed in this contribution. Constitutive laws are defined on the meso – scale for the materials involved (steel, concrete, FRP).</p><p>The evolutions of experimentally observable parameters of FRP-strengthened concrete elements loaded in flexure are obtained by finite element analysis. Numerical results are compared to experimental data.</p><p>The employed numerical strategy consists in defining a damage-based constitutive law for concrete. A beneficial outcome of the implementation of such constitutive relation is the possibility to monitor the damage evolution for a given period of exploitation. Since the remaining structural life can be assessed in this way, monitoring of damage accumulation appears as a prerequisite for an accurate and efficient design of the reinforcement.</p>

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Richter, C. C., and G. R. Heppler. "L-Spline Finite Elements." In ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-81747.

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The L-spline finite element method is applied to the static deflection analysis and linear vibration analysis of curved Euler-Bernoulli and Timoshenko beams. A formal definition of membrane locking is presented along with a simple test that allows a priori determination of an L-spline finite element models susceptibility to locking. Formulations for both types of beam models, that under certain discretizations experience locking are presented. Examples that demonstrate the efficacy of the locking test and illustrate the L-spline finite element method performance are included.

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Wacher, Abigail, Theodore E. Simos, George Psihoyios, and Ch Tsitouras. "Investigating Chemotaxis in 2D with Moving Finite Elements." In ICNAAM 2010: International Conference of Numerical Analysis and Applied Mathematics 2010. AIP, 2010. http://dx.doi.org/10.1063/1.3498399.

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Reports on the topic "Finite elements analysis"

1

Martinez, M. J. Analysis of anelastic flow and numerical treatment via finite elements. Office of Scientific and Technical Information (OSTI), May 1994. http://dx.doi.org/10.2172/10151480.

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Evans, John A., and Thomas J. Hughes. Explicit Trace Inequalities for Isogeometric Analysis and Parametric Hexahedral Finite Elements. Fort Belvoir, VA: Defense Technical Information Center, May 2011. http://dx.doi.org/10.21236/ada555335.

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Long, Christopher Curtis, Mikhail Jurievich Shashkov, Ido Akkerman, Guglielmo Scovazzi, David Benson, Yuri Bazilevs, and Alison Marsden. Finite Elements and Isogeometric Analysis: From Shock Physics to Fluid-Structure Interaction. Office of Scientific and Technical Information (OSTI), May 2015. http://dx.doi.org/10.2172/1179260.

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Delserro, Gary. Fracture Mechanics Analysis of Some Fatigue and Fracture Test Specimens Using Finite Elements. Fort Belvoir, VA: Defense Technical Information Center, August 1987. http://dx.doi.org/10.21236/ada198895.

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Babuska, Ivo, Ricardo Duran, and Rodolfo Rodriguez. Analysis of the Efficiency of an A-Posteriori Error Estimator for Linear Triangular Finite Elements. Fort Belvoir, VA: Defense Technical Information Center, June 1991. http://dx.doi.org/10.21236/ada239647.

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Saether, Erik, and Kristen Weight. Special Hybrid Stress Finite Elements for the Analysis of Interface Stress Distribution in Adhesive Joints. Fort Belvoir, VA: Defense Technical Information Center, May 1994. http://dx.doi.org/10.21236/ada281612.

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Genchev, Yancho, Nelly Staneva, and Desislava Hristodorova. Approach for Analysis of Strains and Stresses in an Upholstered Furniture Frame Using Finite Elements Based System. "Prof. Marin Drinov" Publishing House of Bulgarian Academy of Sciences, October 2018. http://dx.doi.org/10.7546/crabs.2018.10.12.

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Blanco, Alejandro G. Towards Intelligent Finite Element Analysis. Fort Belvoir, VA: Defense Technical Information Center, September 1990. http://dx.doi.org/10.21236/ada228672.

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Ravazdezh, Faezeh, Julio A. Ramirez, and Ghadir Haikal. Improved Live Load Distribution Factors for Use in Load Rating of Older Slab and T-Beam Reinforced Concrete Bridges. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317303.

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This report describes a methodology for demand estimate through the improvement of load distribution factors in reinforced concrete flat-slab and T-beam bridges. The proposed distribution factors are supported on three-dimensional (3D) Finite Element (FE) analysis tools. The Conventional Load Rating (CLR) method currently in use by INDOT relies on a two-dimensional (2D) analysis based on beam theory. This approach may overestimate bridge demand as the result of neglecting the presence of parapets and sidewalks present in these bridges. The 3D behavior of a bridge and its response could be better modeled through a 3D computational model by including the participation of all elements. This research aims to investigate the potential effect of railings, parapets, sidewalks, and end-diaphragms on demand evaluation for purposes of rating reinforced concrete flat-slab and T-beam bridges using 3D finite element analysis. The project goal is to improve the current lateral load distribution factor by addressing the limitations resulting from the 2D analysis and ignoring the contribution of non-structural components. Through a parametric study of the slab and T-beam bridges in Indiana, the impact of selected parameters on demand estimates was estimated, and modifications to the current load distribution factors in AASHTO were proposed.

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Peterson, Jerrod P. Diffusion of Designerly Finite Element Analysis. Office of Scientific and Technical Information (OSTI), May 2015. http://dx.doi.org/10.2172/1504608.

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