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Статті в журналах з теми "Non-structural element"
Demidem, Mustapha, Remdane Boutemeur, Abderrahim Bali, and El-Hadi Benyoussef. "Analysis of Structural and Non-Structural Problems by Coupling of Finite and Infinite Elements." Applied Mechanics and Materials 578-579 (July 2014): 445–55. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.445.
Повний текст джерелаKumar, Mr Santosh, and Mr Nand Kumar Sharma. "Non Structural Element its Behaviour during an Earthquake." International Journal of Engineering Research and Applications 07, no. 07 (July 2017): 26–29. http://dx.doi.org/10.9790/9622-0707072629.
Повний текст джерелаZieliński, A. P., and F. Frey. "On linearization in non-linear structural finite element analysis." Computers & Structures 79, no. 8 (March 2001): 825–38. http://dx.doi.org/10.1016/s0045-7949(00)00193-0.
Повний текст джерелаQuintana-Rodríguez, J. A., J. F. Doyle, F. J. Carrión-Viramontes, Didier Samayoa-Ochoa, and J. Alfredo López-López. "Material Characterization for Dynamic Simulation of Non-Homogeneous Structural Members." Key Engineering Materials 449 (September 2010): 46–53. http://dx.doi.org/10.4028/www.scientific.net/kem.449.46.
Повний текст джерелаHASANOV, Sh H. "CRACKING IN SHEET STRUCTURAL ELEMENT UNDER NON-UNIFORM STRESS FIELD." Structural Mechanics of Engineering Constructions and Buildings, no. 4 (August 2017): 19–28. http://dx.doi.org/10.22363/1815-5235-2017-4-19-28.
Повний текст джерелаVershinin, A. V., V. A. Levin, A. V. Kukushkin, and D. A. Konovalov. "Structural analysis of assemblies using non-conformal spectral element method." IOP Conference Series: Materials Science and Engineering 747 (March 17, 2020): 012033. http://dx.doi.org/10.1088/1757-899x/747/1/012033.
Повний текст джерелаBoisse, P., J. L. Daniel, and J. C. Gelin. "AC0 three-node shell element for non-linear structural analysis." International Journal for Numerical Methods in Engineering 37, no. 14 (July 30, 1994): 2339–64. http://dx.doi.org/10.1002/nme.1620371402.
Повний текст джерелаShahba, Ahmad, Reza Attarnejad, and 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.
Повний текст джерелаGARCÍA, MANUEL J., MIGUEL A. HENAO, and OSCAR E. RUIZ. "FIXED GRID FINITE ELEMENT ANALYSIS FOR 3D STRUCTURAL PROBLEMS." International Journal of Computational Methods 02, no. 04 (December 2005): 569–86. http://dx.doi.org/10.1142/s0219876205000582.
Повний текст джерелаDemarie, Giacomo V., Donato Sabia, and Rosario Ceravolo. "Non-Linear Identification of a RC Element Using Time-Frequency Instantaneous Estimators." Key Engineering Materials 413-414 (June 2009): 531–38. http://dx.doi.org/10.4028/www.scientific.net/kem.413-414.531.
Повний текст джерелаДисертації з теми "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.
Повний текст джерелаAhmed, 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.
Повний текст джерелаApplied 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.
Повний текст джерелаA 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.
Повний текст джерелаFerrari, 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.
Повний текст джерелаGuney, 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.
Повний текст джерелаMatthews, 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.
Повний текст джерелаSaadé, 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.
Повний текст джерелаA 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.
Повний текст джерелаNogueira, 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/.
Повний текст джерелаIn 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
Книги з теми "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.
Повний текст джерелаY, Cheng Franklin, and Fu Zizhi, eds. Computational mechanics in structural engineering: Recent developments and future trends. London: Elsevier Applied Science, 1992.
Знайти повний текст джерелаNon-linear finite element analysis of solids and structures. Chichester: Wiley, 1991.
Знайти повний текст джерелаMV2, 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.
Знайти повний текст джерелаCanadian 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. Edited by Croitoro Elena M, Simon Fraser University, and Pacific Institute for the Mathematical Sciences. Vancouver, B.C: CanCNSM, 2002.
Знайти повний текст джерелаRust, Wilhelm. Non-Linear Finite Element Analysis in Structural Mechanics. Springer, 2015.
Знайти повний текст джерелаRust, Wilhelm. Non-Linear Finite Element Analysis in Structural Mechanics. Springer, 2016.
Знайти повний текст джерелаRust, Wilhelm. Non-Linear Finite Element Analysis in Structural Mechanics. Springer, 2015.
Знайти повний текст джерелаNonlinear Modelling And Analysis Of Structures And Solids. Cambridge University Press, 2008.
Знайти повний текст джерелаNon-Linear Finite Element Analysis of Solids and Structures. Dennis Publications, Richard, 1991.
Знайти повний текст джерелаЧастини книг з теми "Non-structural element"
Karličić, Danilo, Tony Murmu, Sondipon Adhikari, and Michael McCarthy. "Finite Element Method for Dynamics of Non-Local Systems." In Non-Local Structural Mechanics, 235–70. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781118572030.ch8.
Повний текст джерелаKarličić, Danilo, Tony Murmu, Sondipon Adhikari, and Michael McCarthy. "Dynamic Finite Element Analysis of Non-Local Rods: Axial Vibration." In Non-Local Structural Mechanics, 271–92. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781118572030.ch9.
Повний текст джерелаRust, Wilhelm. "Load Incrementation in a Non-linear Analysis." In 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.
Повний текст джерелаRust, Wilhelm. "Contact with Shell- and Beam-Elements." In 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.
Повний текст джерелаRust, Wilhelm. "Basic Mathematical Methods." In 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.
Повний текст джерелаRust, Wilhelm. "Fulfilling the Contact Condition." In 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.
Повний текст джерелаRust, Wilhelm. "Aspects of Modelling Contact." In 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.
Повний текст джерелаRust, Wilhelm. "Contact Detection." In 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.
Повний текст джерелаRust, Wilhelm. "Geometrically Nonlinear Behaviour." In 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.
Повний текст джерелаRust, Wilhelm. "Stability Problems." In 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.
Повний текст джерелаТези доповідей конференцій з теми "Non-structural element"
Lee, Usik, and Dukkyu Jeon. "Identification of non-ideal structural boundary conditions by using spectral element method." In 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.
Повний текст джерелаALMEIDA Jr, Sálvio A., and Serhan Guner. "Nonlinear Finite Element Analysis of Non-Structural Components Anchorage under Extreme Wind Loads." In 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.
Повний текст джерелаArora, Vikas. "Prediction Capabilities of Damped Updated Finite Element Models." In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-62096.
Повний текст джерелаZhang, Shengming, and Lei Jiang. "A Procedure for Non-Linear Structural Collapse Analysis." In 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.
Повний текст джерелаTiso, Paolo, Rob Dedden, and Daniel Rixen. "A Modified Discrete Empirical Interpolation Method for Reducing Non-Linear Structural Finite Element Models." In 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.
Повний текст джерелаYang, Tao, Peng Li, Qing Shi, and Yunhui Liu. "Deployable Polyhedral Mechanisms with Radially Reciprocating Motion Based on Non-Crossing Angulated Structural Element." In 2021 IEEE International Conference on Real-time Computing and Robotics (RCAR). IEEE, 2021. http://dx.doi.org/10.1109/rcar52367.2021.9517559.
Повний текст джерелаDybwad, Jacob, Mads Bryndum, and Russell Hollingworth. "Finite Element Analysis Applied in Structural Integrity Management." In 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.
Повний текст джерелаLofthaug, Kristoffer, Lars Brubak, Åge Bøe, and Eivind Steen. "Investigation of Ultimate Limit State Safety Margins in the Structural Design Rules." In 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.
Повний текст джерелаThompson, Lonny L. "Implementation of Non-Reflecting Boundaries in a Space-Time Finite Element Method for Structural Acoustics." In ASME 1997 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/detc97/vib-3841.
Повний текст джерелаMedyanik, S. N., and N. Vlahopoulos. "Applying Incompatible Meshes for Modeling Structural-Acoustic Domains in Energy Finite Element Analysis." In ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-39085.
Повний текст джерелаЗвіти організацій з теми "Non-structural element"
Heymsfield, Ernie, and Jeb Tingle. State of the practice in pavement structural design/analysis codes relevant to airfield pavement design. Engineer Research and Development Center (U.S.), May 2021. http://dx.doi.org/10.21079/11681/40542.
Повний текст джерелаRavazdezh, 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.
Повний текст джерелаLeland, Robert W. Comparative Study of Hexahedral and Tetrahedral Elements for Non-linear Structural Analysis. Office of Scientific and Technical Information (OSTI), February 2000. http://dx.doi.org/10.2172/1331497.
Повний текст джерелаГарлицька, Т. С. Substandard Vocabulary in the System of Urban Communication. Криворізький державний педагогічний університет, 2018. http://dx.doi.org/10.31812/123456789/3912.
Повний текст джерелаTzfira, Tzvi, Michael Elbaum, and Sharon Wolf. DNA transfer by Agrobacterium: a cooperative interaction of ssDNA, virulence proteins, and plant host factors. United States Department of Agriculture, December 2005. http://dx.doi.org/10.32747/2005.7695881.bard.
Повний текст джерелаANALYSIS OF TRANSIENT STRUCTURAL RESPONSES OF STEEL FRAMES WITH NONSYMMETRIC SECTIONS UNDER EARTHQUAKE MOTION. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.347.
Повний текст джерелаCHARACTERISATION OF THE BEHAVIOUR OF BEAM-TO-COLUMN STEEL JOINTS UP TO FAILURE. The Hong Kong Institute of Steel Construction, September 2022. http://dx.doi.org/10.18057/ijasc.2022.18.3.5.
Повний текст джерелаSIMPLIFIED MODELLING OF NOVEL NON-WELDED JOINTS FOR MODULAR STEEL BUILDINGS. The Hong Kong Institute of Steel Construction, December 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.10.
Повний текст джерелаTEACHING-LEARNING BASED OPTIMIZATION METHOD CONSIDERING BUCKLING AND SLENDERNESS RESTRICTION FOR SPACE TRUSSES. The Hong Kong Institute of Steel Construction, March 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.3.
Повний текст джерела