Littérature scientifique sur le sujet « Non-structural element »
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Articles de revues sur le sujet "Non-structural element"
Demidem, Mustapha, Remdane Boutemeur, Abderrahim Bali et El-Hadi Benyoussef. « Analysis of Structural and Non-Structural Problems by Coupling of Finite and Infinite Elements ». Applied Mechanics and Materials 578-579 (juillet 2014) : 445–55. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.445.
Texte intégralKumar, Mr Santosh, et Mr Nand Kumar Sharma. « Non Structural Element its Behaviour during an Earthquake ». International Journal of Engineering Research and Applications 07, no 07 (juillet 2017) : 26–29. http://dx.doi.org/10.9790/9622-0707072629.
Texte intégralZieliński, A. P., et F. Frey. « On linearization in non-linear structural finite element analysis ». Computers & ; Structures 79, no 8 (mars 2001) : 825–38. http://dx.doi.org/10.1016/s0045-7949(00)00193-0.
Texte intégralQuintana-Rodríguez, J. A., J. F. Doyle, F. J. Carrión-Viramontes, Didier Samayoa-Ochoa et J. Alfredo López-López. « Material Characterization for Dynamic Simulation of Non-Homogeneous Structural Members ». Key Engineering Materials 449 (septembre 2010) : 46–53. http://dx.doi.org/10.4028/www.scientific.net/kem.449.46.
Texte intégralHASANOV, Sh H. « CRACKING IN SHEET STRUCTURAL ELEMENT UNDER NON-UNIFORM STRESS FIELD ». Structural Mechanics of Engineering Constructions and Buildings, no 4 (août 2017) : 19–28. http://dx.doi.org/10.22363/1815-5235-2017-4-19-28.
Texte intégralVershinin, A. V., V. A. Levin, A. V. Kukushkin et D. A. Konovalov. « Structural analysis of assemblies using non-conformal spectral element method ». IOP Conference Series : Materials Science and Engineering 747 (17 mars 2020) : 012033. http://dx.doi.org/10.1088/1757-899x/747/1/012033.
Texte intégralBoisse, P., J. L. Daniel et J. C. Gelin. « AC0 three-node shell element for non-linear structural analysis ». International Journal for Numerical Methods in Engineering 37, no 14 (30 juillet 1994) : 2339–64. http://dx.doi.org/10.1002/nme.1620371402.
Texte intégralShahba, Ahmad, Reza Attarnejad et Mehran Eslaminia. « Derivation of an Efficient Non-Prismatic Thin Curved Beam Element Using Basic Displacement Functions ». Shock and Vibration 19, no 2 (2012) : 187–204. http://dx.doi.org/10.1155/2012/786191.
Texte intégralGARCÍA, MANUEL J., MIGUEL A. HENAO et OSCAR E. RUIZ. « FIXED GRID FINITE ELEMENT ANALYSIS FOR 3D STRUCTURAL PROBLEMS ». International Journal of Computational Methods 02, no 04 (décembre 2005) : 569–86. http://dx.doi.org/10.1142/s0219876205000582.
Texte intégralDemarie, Giacomo V., Donato Sabia et Rosario Ceravolo. « Non-Linear Identification of a RC Element Using Time-Frequency Instantaneous Estimators ». Key Engineering Materials 413-414 (juin 2009) : 531–38. http://dx.doi.org/10.4028/www.scientific.net/kem.413-414.531.
Texte intégralThèses sur le sujet "Non-structural element"
Wong, Fuk-Lun Alexander. « Investigations into non-destructive methods of structural testing using finite element models ». Thesis, University of Edinburgh, 1987. http://hdl.handle.net/1842/11956.
Texte intégralAhmed, Khaled I. E. « Finite element modeling of non-linear structural response of transmission towers including bolted joint slippage ». Thesis, University of British Columbia, 2007. http://hdl.handle.net/2429/31507.
Texte intégralApplied Science, Faculty of
Mechanical Engineering, Department of
Graduate
Chagneau, Anthony. « Méthode de zoom structural étendue aux hétérogénéités non linéaires ». Thesis, Montpellier, 2019. http://www.theses.fr/2019MONTS051.
Texte intégralA multi-scale approach introduces a structural zoom method into a region of interest, called the patch, using only field projection operators. The different behaviours in the patch and in the overall structure are taken into account without using weight parameters between local and global energies such as the Arlequin method. Our initial problem is to digitally reliable the structural zoom method for the linear case, and more precisely to choose a high-performance solver on Krylov spaces, as well as effective preconditioning and ordering adapted to the system to be solved. Once the solver is chosen, this approach is mechanically validated in the mean of two tests, namely traction and shear. A parametric study of the patch is performed to obtain an acceptable solution. The next objective is to extend this approach to regions with heterogeneities of non-linear behaviour. The method has been reached out for elastoplastic behaviour. Initial hypothesis assumes the elastoplastic behaviour only inside the patch and an elastic behaviour of the overall structure as well as of the gluing area. Finally, this approach is validated with different tests including several faults and therefore several patches as well as different loading history
Aragao, Almeida Salvio Jr. « Modeling of Concrete Anchors Supporting Non-Structural Components Subjected toStrong Wind and Adverse Environmental Conditions ». University of Toledo / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1564764404011142.
Texte intégralFerrari, Rosalba (ORCID:0000-0002-3989-713X). « An elastoplastic finite element formulation for the structural analysis of Truss frames with application to ha historical iron arch bridge ». Doctoral thesis, Università degli studi di Bergamo, 2013. http://hdl.handle.net/10446/28959.
Texte intégralGuney, Murat Efe. « A Numerical Procedure For The Nonlinear Analysis Of Reinforced Concrete Frames With Infill Walls ». Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606318/index.pdf.
Texte intégralMatthews, Russell Stuart. « The structural behaviour of brick sewer pipes in soft ground : the examination of brick and reinforced plastic pipes, in granular soil, and under plane strain conditions, using fully non-linear finite element models and a large-scale physical testing prog ». Thesis, University of Bradford, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.287758.
Texte intégralSaadé, Katy. « Finite element modeling of shear in thin walled beams with a single warping function ». Doctoral thesis, Universite Libre de Bruxelles, 2005. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/211043.
Texte intégralA unified approach is formulated in this thesis for 3D thin walled beam structures with arbitrary profile geometries, loading cases and boundary conditions. A single warping function, defined by a linear combination of longitudinal displacements at cross sectional nodes (derived from Prokic work), is enhanced and adapted in order to qualitatively and quantitatively reflect and capture the nature of a widest possible range of behaviors. Constraints are prescribed at the kinematics level in order to enable the study of arbitrary cross sections for general loading. This approach, differing from most published theories, has the advantage of enabling the study of arbitrary cross sections (closed/opened or mixed) without any restrictions or distinctions related to the geometry of the profile. It generates automatic data and characteristic computations from a kinematical discretization prescribed by the profile geometry. The amount of shear bending, torsional and distortional warping and the magnitude of the shear correction factor is computed for arbitrary profile geometries with this single formulation.
The proposed formulation is compared to existing theories with respect to the main assumptions and restrictions. The variation of the location of the torsional center, distortional centers and distortional rotational ratio of a profile is discussed in terms of their dependency on the loading cases and on the boundary conditions.
A 3D beam finite element model is developed and validated with several numerical applications. The displacements, rotations, amount of warping, normal and shear stresses are compared with reference solutions for general loading cases involving stretching, bending, torsion and/or distortion. Some examples concern the case of beam assemblies with different shaped profiles where the connection type determines the nature of the warping transmission. Other analyses –for which the straightness assumption of Timoshenko theory is relaxed– investigate shear deformation effects on the deflection of short and thin beams by varying the aspect ratio of the beam. Further applications identify the cross sectional distortion and highlight the importance of the distortion on the stresses when compared to bending and torsion even in simple loading cases.
Finally, a non linear finite element based on the updated lagrangian formulation is developed by including torsional warping degrees of freedom. An incremental iterative method using the arc length and the Newton-Raphson methods is used to solve the non linear problem. Examples are given to study the flexural, torsional, flexural torsional and lateral torsional buckling problems for which a coupling between the variables describing the flexural and the torsional degrees of freedom occurs. The finite element results are compared to analytical solutions based on different warping functions and commonly used in linear stability for elastic structures having insufficient lateral or torsional stiffnesses that cause an out of plane buckling.
Doctorat en sciences appliquées
info:eu-repo/semantics/nonPublished
Yaqoob, Saima. « BRIDGE EDGE BEAM : NON-LINEAR ANALYSIS OF REINFORCEDCONCRETE OVERHANG SLAB BY FINITEELEMENT METHOD ». Thesis, KTH, Bro- och stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-222806.
Texte intégralNogueira, Caio Gorla. « Um modelo de confiabilidade e otimização aplicado às estruturas de barras de concreto armado ». Universidade de São Paulo, 2005. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-21092005-084457/.
Texte intégralIn this work, a reliability based optimization model is proposed for the analysis of reinforced concrete structures, in which the reliability index is introduced as a constraint. The mechanical model allows to consider the physical non-linearity of the concrete and steel materials, as well as the geometrical non-linear effects. The mechanical model is used to find the structure limit loads. The failure scenarios for the probabilistic analysis are characterized by the concrete ultimate strains in the compressed region of the section and the steel ultimate tensile strains in the reinforcement position. The serviceability limit state is verified for the excessive displacements for the structure bars. The limit state function is build by using the response surface method, computing the reliability index and the failure probability only considering the first failure mode. The optimization and reliability processes are independents built leading two different system of equations that are coupled together to find the final solution. The material cost of the structure was adopted as the objective function to be minimized for the optimization process. The proposed coupled optimization-reliability process is employed to analyse reinforced concrete beams. The developed procedure in the context of reliabilty methods and reinforced concrete structures analysis can also be applied for reliability analysis of reinforced concrete frames
Livres sur le sujet "Non-structural element"
Rust, Wilhelm. Non-Linear Finite Element Analysis in Structural Mechanics. Cham : Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-13380-5.
Texte intégralY, Cheng Franklin, et Fu Zizhi, dir. Computational mechanics in structural engineering : Recent developments and future trends. London : Elsevier Applied Science, 1992.
Trouver le texte intégralNon-linear finite element analysis of solids and structures. Chichester : Wiley, 1991.
Trouver le texte intégralMV2, International Conference. New advances in modal synthesis of large structures : Non-linear damped and non-deterministic cases : proceedings of the International Conference MV2, Lyon France, 5-6 October 1995. Rotterdam : A.A. Balkema, 1997.
Trouver le texte intégralCanadian Conference on Nonlinear Solid Mechanics (2nd 2002 Vancouver, B.C.). Proceedings : 2nd Canadian Conference on Nonlinear Solid Mechanics = Comptes-rendues : 2ème Congrès canadien sur les aspects non linéaires de la mécanique des solides. Sous la direction de Croitoro Elena M, Simon Fraser University et Pacific Institute for the Mathematical Sciences. Vancouver, B.C : CanCNSM, 2002.
Trouver le texte intégralRust, Wilhelm. Non-Linear Finite Element Analysis in Structural Mechanics. Springer, 2015.
Trouver le texte intégralRust, Wilhelm. Non-Linear Finite Element Analysis in Structural Mechanics. Springer, 2016.
Trouver le texte intégralRust, Wilhelm. Non-Linear Finite Element Analysis in Structural Mechanics. Springer, 2015.
Trouver le texte intégralNonlinear Modelling And Analysis Of Structures And Solids. Cambridge University Press, 2008.
Trouver le texte intégralNon-Linear Finite Element Analysis of Solids and Structures. Dennis Publications, Richard, 1991.
Trouver le texte intégralChapitres de livres sur le sujet "Non-structural element"
Karličić, Danilo, Tony Murmu, Sondipon Adhikari et Michael McCarthy. « Finite Element Method for Dynamics of Non-Local Systems ». Dans Non-Local Structural Mechanics, 235–70. Hoboken, NJ, USA : John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781118572030.ch8.
Texte intégralKarličić, Danilo, Tony Murmu, Sondipon Adhikari et Michael McCarthy. « Dynamic Finite Element Analysis of Non-Local Rods : Axial Vibration ». Dans Non-Local Structural Mechanics, 271–92. Hoboken, NJ, USA : John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781118572030.ch9.
Texte intégralRust, Wilhelm. « Load Incrementation in a Non-linear Analysis ». Dans Non-Linear Finite Element Analysis in Structural Mechanics, 111–34. Cham : Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_4.
Texte intégralRust, Wilhelm. « Contact with Shell- and Beam-Elements ». Dans Non-Linear Finite Element Analysis in Structural Mechanics, 355–57. Cham : Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_13.
Texte intégralRust, Wilhelm. « Basic Mathematical Methods ». Dans Non-Linear Finite Element Analysis in Structural Mechanics, 1–14. Cham : Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_1.
Texte intégralRust, Wilhelm. « Fulfilling the Contact Condition ». Dans Non-Linear Finite Element Analysis in Structural Mechanics, 277–300. Cham : Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_10.
Texte intégralRust, Wilhelm. « Aspects of Modelling Contact ». Dans Non-Linear Finite Element Analysis in Structural Mechanics, 301–19. Cham : Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_11.
Texte intégralRust, Wilhelm. « Contact Detection ». Dans Non-Linear Finite Element Analysis in Structural Mechanics, 321–53. Cham : Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_12.
Texte intégralRust, Wilhelm. « Geometrically Nonlinear Behaviour ». Dans Non-Linear Finite Element Analysis in Structural Mechanics, 17–85. Cham : Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_2.
Texte intégralRust, Wilhelm. « Stability Problems ». Dans Non-Linear Finite Element Analysis in Structural Mechanics, 87–109. Cham : Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-13380-5_3.
Texte intégralActes de conférences sur le sujet "Non-structural element"
Lee, Usik, et Dukkyu Jeon. « Identification of non-ideal structural boundary conditions by using spectral element method ». Dans 40th Structures, Structural Dynamics, and Materials Conference and Exhibit. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1999. http://dx.doi.org/10.2514/6.1999-1311.
Texte intégralALMEIDA Jr, Sálvio A., et Serhan Guner. « Nonlinear Finite Element Analysis of Non-Structural Components Anchorage under Extreme Wind Loads ». Dans IABSE Congress, New York, New York 2019 : The Evolving Metropolis. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1905.
Texte intégralArora, Vikas. « Prediction Capabilities of Damped Updated Finite Element Models ». Dans ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-62096.
Texte intégralZhang, Shengming, et Lei Jiang. « A Procedure for Non-Linear Structural Collapse Analysis ». Dans ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-23397.
Texte intégralTiso, Paolo, Rob Dedden et Daniel Rixen. « A Modified Discrete Empirical Interpolation Method for Reducing Non-Linear Structural Finite Element Models ». Dans ASME 2013 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/detc2013-13280.
Texte intégralYang, Tao, Peng Li, Qing Shi et Yunhui Liu. « Deployable Polyhedral Mechanisms with Radially Reciprocating Motion Based on Non-Crossing Angulated Structural Element ». Dans 2021 IEEE International Conference on Real-time Computing and Robotics (RCAR). IEEE, 2021. http://dx.doi.org/10.1109/rcar52367.2021.9517559.
Texte intégralDybwad, Jacob, Mads Bryndum et Russell Hollingworth. « Finite Element Analysis Applied in Structural Integrity Management ». Dans ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/omae2014-24715.
Texte intégralLofthaug, Kristoffer, Lars Brubak, Åge Bøe et Eivind Steen. « Investigation of Ultimate Limit State Safety Margins in the Structural Design Rules ». Dans ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-62309.
Texte intégralThompson, Lonny L. « Implementation of Non-Reflecting Boundaries in a Space-Time Finite Element Method for Structural Acoustics ». Dans ASME 1997 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/detc97/vib-3841.
Texte intégralMedyanik, S. N., et N. Vlahopoulos. « Applying Incompatible Meshes for Modeling Structural-Acoustic Domains in Energy Finite Element Analysis ». Dans ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-39085.
Texte intégralRapports d'organisations sur le sujet "Non-structural element"
Heymsfield, Ernie, et Jeb Tingle. State of the practice in pavement structural design/analysis codes relevant to airfield pavement design. Engineer Research and Development Center (U.S.), mai 2021. http://dx.doi.org/10.21079/11681/40542.
Texte intégralRavazdezh, Faezeh, Julio A. Ramirez et 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.
Texte intégralLeland, Robert W. Comparative Study of Hexahedral and Tetrahedral Elements for Non-linear Structural Analysis. Office of Scientific and Technical Information (OSTI), février 2000. http://dx.doi.org/10.2172/1331497.
Texte intégralГарлицька, Т. С. Substandard Vocabulary in the System of Urban Communication. Криворізький державний педагогічний університет, 2018. http://dx.doi.org/10.31812/123456789/3912.
Texte intégralTzfira, Tzvi, Michael Elbaum et Sharon Wolf. DNA transfer by Agrobacterium : a cooperative interaction of ssDNA, virulence proteins, and plant host factors. United States Department of Agriculture, décembre 2005. http://dx.doi.org/10.32747/2005.7695881.bard.
Texte intégralANALYSIS OF TRANSIENT STRUCTURAL RESPONSES OF STEEL FRAMES WITH NONSYMMETRIC SECTIONS UNDER EARTHQUAKE MOTION. The Hong Kong Institute of Steel Construction, août 2022. http://dx.doi.org/10.18057/icass2020.p.347.
Texte intégralCHARACTERISATION OF THE BEHAVIOUR OF BEAM-TO-COLUMN STEEL JOINTS UP TO FAILURE. The Hong Kong Institute of Steel Construction, septembre 2022. http://dx.doi.org/10.18057/ijasc.2022.18.3.5.
Texte intégralSIMPLIFIED MODELLING OF NOVEL NON-WELDED JOINTS FOR MODULAR STEEL BUILDINGS. The Hong Kong Institute of Steel Construction, décembre 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.10.
Texte intégralTEACHING-LEARNING BASED OPTIMIZATION METHOD CONSIDERING BUCKLING AND SLENDERNESS RESTRICTION FOR SPACE TRUSSES. The Hong Kong Institute of Steel Construction, mars 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.3.
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