Bibliografie tematiche / Finite element analysis

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Letteratura scientifica selezionata sul tema "Finite element analysis"

Autore: Grafiati
Pubblicato: 4 giugno 2021
Ultima modifica: 29 luglio 2024

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Articoli di riviste sul tema "Finite element analysis"

1

Rajput, Sunil G. "Finite Element Analysis of Twin Screw Extruder". Indian Journal of Applied Research 3, n. 6 (1 ottobre 2011): 205–8. http://dx.doi.org/10.15373/2249555x/june2013/68.

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Mackerle, Jaroslav. "Finite element analysis of machine elements". Engineering Computations 16, n. 6 (settembre 1999): 677–748. http://dx.doi.org/10.1108/02644409910286429.

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Haukaas, T., e P. Gardoni. "Model Uncertainty in Finite-Element Analysis: Bayesian Finite Elements". Journal of Engineering Mechanics 137, n. 8 (agosto 2011): 519–26. http://dx.doi.org/10.1061/(asce)em.1943-7889.0000253.

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S., L. R., Barna Szabo e Ivo Babuska. "Finite Element Analysis." Mathematics of Computation 60, n. 201 (gennaio 1993): 432. http://dx.doi.org/10.2307/2153181.

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Williamson, M. P. "Finite-element analysis". Computer-Aided Engineering Journal 2, n. 2 (1985): 66. http://dx.doi.org/10.1049/cae.1985.0013.

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KABE, KAZUYUKI. "Finite element analysis." NIPPON GOMU KYOKAISHI 62, n. 4 (1989): 204–14. http://dx.doi.org/10.2324/gomu.62.204.

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Al Hasan, NuhaHadiJasim. "Simulation of Connecting Rod Using Finite Element Analysis". International Journal of Innovative Research in Computer Science & Technology 6, n. 5 (settembre 2018): 113–16. http://dx.doi.org/10.21276/ijircst.2018.6.5.5.

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Ahmed, Muhammed M., e Sarkawt A. Hasan. "Finite Element Analysis of Reinforced Concrete Deep Beams". Journal of Zankoy Sulaimani - Part A 4, n. 1 (5 settembre 2000): 51–68. http://dx.doi.org/10.17656/jzs.10065.

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Gophane, Ishwar, Narayan Dharashivkar, Pramod Mulik e Prashant Patil. "Theoretical and Finite Element Analysis of Pressure Vessel". Indian Journal Of Science And Technology 17, n. 12 (20 marzo 2024): 1148–58. http://dx.doi.org/10.17485/ijst/v17i12.3272.

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Abstract (sommario):
Objectives: This study tests the vessel strength and performance of pressure vessel under Internal pressure, Nozzle loads, and Hydro-test using Ansys APDL, validating design alignment with ASME Section VIII following the Design by rule (Analytical) and Design by Analysis (FEA) accurate elastic analysis approach. Methods: This study employs ASME methods to validate vessel integrity under various loads. Strength is confirmed through analytical formulas and Finite Element Analysis (FEA) using ANSYS APDL, aligned with widely used ASME BPVC codes in the oil and gas industry. The FE model, utilizing hex elements, ensures result accuracy with a minimum of three elements across thickness. Boundary conditions are validated by comparing hoop stress in FEA with analytically calculated values. ASME's computationally efficient elastic analysis, employing a linear approach, includes stress linearization at discontinuity and non-discontinuity locations, verifying vessel design through analysis. Findings: Initial thicknesses for the shell and cone exceeded analytically calculated minimums, affirming vessel structural integrity through ASME's design by rule approach. Finite Element Analysis (FEA) stress analysis at critical points, such as nozzle junctions and other discontinuity areas, validates accuracy through hoop stress checks. Analysis of design and test load cases reveals stress categories well within ASME Sec VIII limits, confirming the vessel's safety and compliance with elastic stress analysis standards. Novelty: This method emerges as a reliable tool for vessel design, ensuring safety and ASME compliance, particularly beneficial for industries like oil and gas. It provides precise guidelines utilizing hex mesh, validates boundary conditions through hoop stress comparison, and comprehensively assesses stress in critical and non-critical zones through elastic stress analysis. Addressing common challenges identified in the literature review, this approach enhances the accuracy and reliability of pressure vessel designs in compliance with ASME standards for design and test loadings. Keywords: Pressure Vessels, Process Industries, Stress, Loads, Pressure, Thermal, Design Validation, ASME, FE analysis
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Hayashi, Masa, Motonao Yamanaka, Hiroshi Kasebe e Toshiaki Satoh. "Efficient Hierarchical Elements in Finite Element Analysis." Doboku Gakkai Ronbunshu, n. 591 (1998): 71–84. http://dx.doi.org/10.2208/jscej.1998.591_71.

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Tesi sul tema "Finite element analysis"

1

Margetts, Lee. "Parallel finite element analysis". Thesis, University of Manchester, 2002. http://www.manchester.ac.uk/escholar/uk-ac-man-scw:70784.

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Finite element analysis is versatile and used widely in a range of engineering andscientific disciplines. As time passes, the problems that engineers and designers areexpected to solve are becoming more computationally demanding. Often theproblems involve the interplay of two or more processes which are physically andtherefore mathematically coupled. Although parallel computers have been availablefor about twenty years to satisfy this demand, finite element analysis is still largelyexecuted on serial machines. Parallelisation appears to be difficult, even for thespecialist. Parallel machines, programming languages, libraries and tools are used toparallelise old serial programs with mixed success. In some cases the serialalgorithm is not naturally suitable for parallel computing. Some argue that rewritingthe programs from scratch, using an entirely different solution strategy is a betterapproach. Taking this point of view, using MPI for portability, a mesh free elementby element method for simple data distribution and the appropriate iterative solvers,a general parallel strategy for finite element analysis is developed and assessed.
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Larsson, Jesper. "Spring Element Evaluation Using Finite Element Analysis". Thesis, Högskolan i Jönköping, Tekniska Högskolan, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hj:diva-45837.

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Wong, S.-W. "Element-by-element methods in transient analysis". Thesis, University of Manchester, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.383902.

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Bakhtiari, Siamak. "Stochastic finite element slope stability analysis". Thesis, University of Manchester, 2011. https://www.research.manchester.ac.uk/portal/en/theses/stochastic-finite-element-slope-stability-analysis(c1b451d9-8bf6-43ff-9c10-7b5209fb45c1).html.

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In this thesis, the failures that occurred during the construction of the Jamuna Bridge Abutment in Bangladesh have been investigated. In particular, the influence of heterogeneity on slope stability has been studied using statistical methods, random field theory and the finite element method. The research is divided into three main parts: the statistical characterization of the Jamuna River Sand, based on an extensive in-situ and laboratory database available for the site; calibration of the laboratory data against a double-hardening elastoplastic soil model; and stochastic finite element slope stability analyses, using a Monte Carlo simulation, to analyse the slope failures accounting for heterogeneity. The sand state has been characterised in terms of state parameter, a meaningful quantity which can fully represent the mechanical behaviour of the soil. It was found that the site consists of predominantly loose to mildly dilative material and is very variable. Also, a Normal distribution was found to best represent the state parameter and a Lognormal distribution was found to best represent the tip resistance.The calibration of the constitutive model parameters was found to be challenging, as alternative approaches had to be adopted due to lack of appropriate test results available for the site. Single-variate random fields of state parameter were then linked to the constitutive model parameters based on the relationships found between them, and a parametric study of the abutment was then carried out by linking finite elements and random field theory within a Monte Carlo framework.It was found that, as the degree of anisotropy of the heterogeneity increases, the range of structural responses increases as well. For the isotropic cases, the range of responses was relatively smaller and tended to result in more localised failures. For the anisotropic cases, it was found that there are two different types of deformation mechanism. It was also found that, as the vertical scale of fluctuation becomes bigger, the range of possible structural responses increases and failure is more likely. Finally, it was found that the failed zones observed during the excavation of the West Guide Bund of the Jamuna Bridge Abutment could be closely predicted if heterogeneity was considered in the finite element analyses. In particular, it was found that, for such a natural deposit, a large degree of anisotropy (in the range of 20) could account for the deformation mechanisms observed on site.
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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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Xiao, Dong Wen. "Efficiency analysis on element decomposition method for stochastic finite element analysis". Thesis, University of Macau, 2000. http://umaclib3.umac.mo/record=b1636334.

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Irfanoglu, Bulent. "Boundary Element-finite Element Acoustic Analysis Of Coupled Domains". Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605360/index.pdf.

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This thesis studies interactions between coupled acoustic domain(s) and enclosing rigid or elastic boundary. Boundary element-finite element (BE-FE) sound-structure interaction models are developed by coupling frequency domain BE acoustic and FE structural models using linear inviscid acoustic and elasticity theories. Flexibility in analyses is provided by discontinuous triangular and quadrilateral elements in the BE method (BEM), and a rectangular plate and a triangular shell element in the FE method (FEM). An analytical formulation is developed for an extended fundamental sound-structure interaction problem that involves locally reacting sound absorptive treatment on interior elastic boundary. This new formulation is built upon existing analytical solutions for a configuration known as the cavity-backed-plate problem. Results from developed analytical formulation are compared against those from independent BE-FE analyses. Analytical and BE-FE analysis results for a selection of cavity-plate(s) interaction cases are given. Single- and multi-domain BE analyses of cavity-Helmholtz resonator interaction are provided as an alternative to modal method of acoustoelasticity. A discrete-form of the existing BE acoustic particle velocity formulation is presented and demonstrated on a basic case study. Both the existing and the discretized BE acoustic particle velocity formulations could be utilized in acoustic studies. A selection of case studies involving fundamental configurations are studied both analytically and computationally (by BE or BE-FE methods). These studies could provide a basis for benchmark case development in the field of acoustics.
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Jacobs, Ralf Theo. "Finite element-boundary element analysis of conformal microstrip antennas". Thesis, Heriot-Watt University, 2001. http://hdl.handle.net/10399/531.

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Elofsson, Johan, e Per Martinsson. "Welding simulation with Finite Element Analysis". Thesis, University West, Department of Technology, Mathematics and Computer Science, 2004. http://urn.kb.se/resolve?urn=urn:nbn:se:hv:diva-827.

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Libri sul tema "Finite element analysis"

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Szabó, Barna. Finite element analysis. NewYork: Wiley, 1991.

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Szabo, B. A. Finite element analysis. New York: Wiley, 1991.

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Lakṣmīnarasayya, Ji. Finite element analysis. Hyderabad [India]: BS Publications, 2008.

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1943-, Brauer John R., a cura di. What every engineer should know about finite element analysis. New York: M. Dekker, 1988.

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Pidaparti, Ramana M. Engineering Finite Element Analysis. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-031-79570-1.

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The finite element method: Linear static and dynamic finite element analysis. Mineola, NY: Dover Publications, 2000.

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Rieg, Frank, Reinhard Hackenschmidt e Bettina Alber-Laukant. Finite Element Analysis for Engineers. München: Carl Hanser Verlag GmbH & Co. KG, 2014. http://dx.doi.org/10.3139/9781569904886.

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Szabó, Barna, e Ivo Babuška. Introduction to Finite Element Analysis. Chichester, UK: John Wiley & Sons, Ltd, 2011. http://dx.doi.org/10.1002/9781119993834.

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Backstrom, Gunnar. Waves by finite element analysis. Lund: Studentlitteratur, 1999.

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Baguley, D. Why do finite element analysis? East Kilbride, Glasgow: NAFEMS, 1994.

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Capitoli di libri sul tema "Finite element analysis"

1

Lyu, Yongtao. "Finite Element Analysis Using 3D Elements". In Finite Element Method, 159–69. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3363-9_7.

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Gayed, Ramez, e Amin Ghali. "Finite-element analysis". In Structural Analysis Fundamentals, 363–94. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9780429286858-13.

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Jones, Peter F. "Finite element analysis". In CAD/CAM: Features, Applications and Management, 163–66. London: Macmillan Education UK, 1992. http://dx.doi.org/10.1007/978-1-349-22141-7_17.

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Yancey, Bob. "Finite Element Analysis". In 64th Porcelain Enamel Institute Technical Forum: Ceramic Engineering and Science Proceedings, Volume 23, Issue 5, 23–40. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2008. http://dx.doi.org/10.1002/9780470294765.ch4.

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Altenbach, Holm, Johannes Altenbach e 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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Behrens, Bernd-Arno. "Finite Element Analysis". In CIRP Encyclopedia of Production Engineering, 1–6. Berlin, Heidelberg: Springer Berlin Heidelberg, 2018. http://dx.doi.org/10.1007/978-3-642-35950-7_16824-1.

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Altenbach, Holm, Johannes Altenbach e 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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Yetmez, Mehmet. "Finite Element Analysis". In Musculoskeletal Research and Basic Science, 51–59. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-20777-3_4.

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Weik, Martin H. "finite element analysis". In Computer Science and Communications Dictionary, 609. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_7184.

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Behrens, Bernd-Arno. "Finite Element Analysis". In CIRP Encyclopedia of Production Engineering, 672–76. Berlin, Heidelberg: Springer Berlin Heidelberg, 2019. http://dx.doi.org/10.1007/978-3-662-53120-4_16824.

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Atti di convegni sul tema "Finite element analysis"

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"Finite Element Analysis of UCSD Shear Columns". In SP-205: Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2002. http://dx.doi.org/10.14359/11637.

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"A Beam Finite Element for Shear-Critical RC Beams". In SP-237: Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18260.

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"Cyclic Analysis Of RCC Columns by Macro-Element Approach". In SP-205: Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2002. http://dx.doi.org/10.14359/11639.

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"Stress Hybrid Embedded Crack Element Analysis for Concrete Fracture". In SP-205: Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2002. http://dx.doi.org/10.14359/11646.

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"Analysis of USCD Columns By Modified Compression Theory". In SP-205: Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2002. http://dx.doi.org/10.14359/11638.

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"Failure Analysis of RC Structures Using Irregular Lattice Models". In SP-237: Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18258.

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"Three-Dimensional Cyclic Analysis of Compressive Diagonal Shear Failure". In SP-205: Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2002. http://dx.doi.org/10.14359/11634.

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"FE Analysis of Steel Fiber Reinforced Concrete Beams Failing in Shear: Variable Engagement Model". In SP-237: Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18246.

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"Three-Dimensional Lattice Model Analysis of RC Columns Subjected to Seismic Loads". In SP-237: Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18257.

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"Cyclic Softened Membrane Model for Nonlinear Finite Element Analysis of Concrete Structures". In SP-237: Finite Element Analysis of Reinforced Concrete Structures. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18247.

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Rapporti di organizzazioni sul tema "Finite element analysis"

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

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

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Hopkins, Matthew Morgan, Peter Randall Schunk, Thomas A. Baer, Randy A. Mrozek, Joseph Ludlow Lenhart, Rekha Ranjana Rao, Robert Collins e Lisa Ann Mondy. Finite element analysis of multilayer coextrusion. Office of Scientific and Technical Information (OSTI), settembre 2011. http://dx.doi.org/10.2172/1029813.

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Wands, R. Finite Element Analysis of IH Module. Office of Scientific and Technical Information (OSTI), dicembre 1986. http://dx.doi.org/10.2172/1030730.

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Rudland, D., e R. Luther. EC Vacuum Vessel Finite Element Analysis. Office of Scientific and Technical Information (OSTI), febbraio 1992. http://dx.doi.org/10.2172/1031155.

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Renner, Eric. TPOT Support Structure Finite Element Analysis. Office of Scientific and Technical Information (OSTI), maggio 2022. http://dx.doi.org/10.2172/1869575.

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Spencer, Nathan. Impeller deflection and modal finite element analysis. Office of Scientific and Technical Information (OSTI), ottobre 2013. http://dx.doi.org/10.2172/1096476.

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TEWKSBURY, D. A. VALIDATION OF ANSYS FINITE ELEMENT ANALYSIS SOFTWARE. Office of Scientific and Technical Information (OSTI), giugno 2004. http://dx.doi.org/10.2172/825366.

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TEWKSBURY, D. A. VALIDATION OF ANSYS FINITE ELEMENT ANALYSIS SOFTWARE. Office of Scientific and Technical Information (OSTI), agosto 2004. http://dx.doi.org/10.2172/828016.

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HAMM, E. R. VALIDATION OF ANSYS FINITE ELEMENT ANALYSIS SOFTWARE. Office of Scientific and Technical Information (OSTI), giugno 2003. http://dx.doi.org/10.2172/814762.

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