Littérature scientifique sur le sujet « Higher order beam element »
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Articles de revues sur le sujet "Higher order beam element"
Lim, Jae Kyoo, et Seok Yoon Han. « Development of Orthotropic Beam Element Using a Consistent Higher Order Deformation Theory ». Key Engineering Materials 261-263 (avril 2004) : 519–24. http://dx.doi.org/10.4028/www.scientific.net/kem.261-263.519.
Texte intégralThom, Tran Thi, et Nguyen Dinh Kien. « FREE VIBRATION OF TWO-DIRECTIONAL FGM BEAMS USING A HIGHER-ORDER TIMOSHENKO BEAM ELEMENT ». Vietnam Journal of Science and Technology 56, no 3 (11 juin 2018) : 380. http://dx.doi.org/10.15625/2525-2518/56/3/10754.
Texte intégralNguyen, Dinh Kien, et Van Tuyen Bui. « Dynamic Analysis of Functionally Graded Timoshenko Beams in Thermal Environment Using a Higher-Order Hierarchical Beam Element ». Mathematical Problems in Engineering 2017 (2017) : 1–12. http://dx.doi.org/10.1155/2017/7025750.
Texte intégralGara, Fabrizio, Sandro Carbonari, Graziano Leoni et Luigino Dezi. « Finite Elements for Higher Order Steel–Concrete Composite Beams ». Applied Sciences 11, no 2 (8 janvier 2021) : 568. http://dx.doi.org/10.3390/app11020568.
Texte intégralGara, Fabrizio, Sandro Carbonari, Graziano Leoni et Luigino Dezi. « Finite Elements for Higher Order Steel–Concrete Composite Beams ». Applied Sciences 11, no 2 (8 janvier 2021) : 568. http://dx.doi.org/10.3390/app11020568.
Texte intégralSubramanian, G., et T. S. Balasubramanian. « A higher order element for stepped rotating beam vibration ». Journal of Sound and Vibration 110, no 1 (octobre 1986) : 167–71. http://dx.doi.org/10.1016/s0022-460x(86)80087-6.
Texte intégralFerradi, Mohammed Khalil, Xavier Cespedes et Mathieu Arquier. « A higher order beam finite element with warping eigenmodes ». Engineering Structures 46 (janvier 2013) : 748–62. http://dx.doi.org/10.1016/j.engstruct.2012.07.038.
Texte intégralKim, Jin Gon, et Yoon Young Kim. « A new higher-order hybrid-mixed curved beam element ». International Journal for Numerical Methods in Engineering 43, no 5 (15 novembre 1998) : 925–40. http://dx.doi.org/10.1002/(sici)1097-0207(19981115)43:5<925 ::aid-nme457>3.0.co;2-m.
Texte intégralMarur, S. R., et T. Kant. « A Higher Order Finite Element Model for the Vibration Analysis of Laminated Beams ». Journal of Vibration and Acoustics 120, no 3 (1 juillet 1998) : 822–24. http://dx.doi.org/10.1115/1.2893903.
Texte intégralZhen, Wu, et Chen Wanji. « Interlaminar stress analysis of multilayered composites based on the Hu-Washizu variational theorem ». Journal of Composite Materials 52, no 13 (27 septembre 2017) : 1765–79. http://dx.doi.org/10.1177/0021998317733532.
Texte intégralThèses sur le sujet "Higher order beam element"
Garbin, Turpaud Fernando, et Pachas Ángel Alfredo Lévano. « Higher-order non-local finite element bending analysis of functionally graded ». Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2019. http://hdl.handle.net/10757/626024.
Texte intégralTimoshenko Beam Theory (TBT) and an Improved First Shear Deformation Theory (IFSDT) are reformulated using Eringen’s non-local constitutive equations. The use of 3D constitutive equation is presented in IFSDT. A material variation is made by the introduction of FGM power law in the elasticity modulus through the height of a rectangular section beam. The virtual work statement and numerical results are presented in order to compare both beam theories.
Tesis
MAIARU', MARIANNA. « Multiscale approaches for the failure analysis of fiber-reinforced composite structures using the 1D CUF ». Doctoral thesis, Politecnico di Torino, 2014. http://hdl.handle.net/11583/2571353.
Texte intégralAyad, Mohammad. « Homogenization-based, higher-gradient dynamical response of micro-structured media ». Electronic Thesis or Diss., Université de Lorraine, 2020. http://www.theses.fr/2020LORR0062.
Texte intégralA discrete dynamic approach (DDM) is developed in the context of beam mechanics to calculate the dispersion characteristics of periodic structures. Subsequently, based on this dynamical beam formulation, we calculate the dispersion characteristics of one-dimensional and two-dimensional periodic media. A sufficiently high order development of the forces and moments of the structural elements is necessary to accurately describe the propagation modes of higher order. These results show that the calculations of the dispersion characteristics of structural systems can be approached with good accuracy by the dynamics of the discrete elements. Besides, non-classical behaviors can be captured not only by higher order expansion but also by higher gradient formulations. To that scope, we develop a higher gradient dynamic homogenization method with micro-inertia effects. Using this formulation, we compute the macroscopic constitutive parameters up to the second gradient, using two distinct approaches, namely Hamilton’s principle and a total internal energy formulation. We analyze the sensitivity of the second gradient constitutive terms on the inner material and geometric parameters for the case of composite materials made of a periodic, layered microstructure. Moreover, we show that the formulations based on the total internal energy taking into account higher order gradient terms give the best description of wave propagation through the composite. We analyze the higher order and micro-inertia contributions on the mechanical behavior of composite structures by calculating the effective static and dynamic properties of composite beams using a higher order dynamic homogenization method. We compute the effective longitudinal static response with higher order gradient, by quantifying the relative difference compared to the classical formulation of Cauchy type, which is based on the first gradient of displacement. We then analyze the propagation properties of longitudinal waves in terms of the natural frequency of composite structural elements, taking into account the contribution of micro-inertia. The internal length plays a crucial role in the contributions of micro-inertia, which is particularly significant for low internal length values, therefore for a wide range of materials used in structural engineering. The developed method shows an important size effect for the higher gradients, and to remove these effects correction terms have been incorporated which are related to the quadratic moment of inertia. We analyze in this context the influence of the correction terms on the static and dynamic behavior of composites with a central inclusion
Oskooei, Saeid G. « A higher order finite element for sandwich plate analysis ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0014/MQ34105.pdf.
Texte intégralEl-Esber, Lina. « Hierarchal higher order finite element modeling of periodic structures ». Thesis, McGill University, 2005. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=82483.
Texte intégralWagner, Carlee F. « Improving shock-capturing robustness for higher-order finite element solvers ». Thesis, Massachusetts Institute of Technology, 2015. http://hdl.handle.net/1721.1/101498.
Texte intégralCataloged from PDF version of thesis.
Includes bibliographical references (pages 81-91).
Simulation of high speed flows where shock waves play a significant role is still an area of development in computational fluid dynamics. Numerical simulation of discontinuities such as shock waves often suffer from nonphysical oscillations which can pollute the solution accuracy. Grid adaptation, along with shock-capturing methods such as artificial viscosity, can be used to resolve the shock by targeting the key flow features for grid refinement. This is a powerful tool, but cannot proceed without first converging on an initially coarse, unrefined mesh. These coarse meshes suffer the most from nonphysical oscillations, and many algorithms abort the solve process when detecting nonphysical values. In order to improve the robustness of grid adaptation on initially coarse meshes, this thesis presents methods to converge solutions in the presence of nonphysical oscillations. A high order discontinuous Galerkin (DG) framework is used to discretize Burgers' equation and the Euler equations. Dissipation-based globalization methods are investigated using both a pre-defined continuation schedule and a variable continuation schedule based on homotopy methods, and Burgers' equation is used as a test bed for comparing these continuation methods. For the Euler equations, a set of surrogate variables based on the primitive variables (density, velocity, and temperature) are developed to allow the convergence of solutions with nonphysical oscillations. The surrogate variables are applied to a flow with a strong shock feature, with and without continuation methods, to demonstrate their robustness in comparison to the primitive variables using physicality checks and pseudo-time continuation.
by Carlee F. Wagner.
S.M.
Underwood, Tyler Carroll. « Performance Comparison of Higher-Order Euler Solvers by the Conservation Element and Solution Element Method ». The Ohio State University, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=osu1399017583.
Texte intégralLi, Ming-Sang. « Higher order laminated composite plate analysis by hybrid finite element method ». Thesis, Massachusetts Institute of Technology, 1989. http://hdl.handle.net/1721.1/40145.
Texte intégralBonhaus, Daryl Lawrence. « A Higher Order Accurate Finite Element Method for Viscous Compressible Flows ». Diss., Virginia Tech, 1998. http://hdl.handle.net/10919/29458.
Texte intégralPh. D.
Bilyeu, David L. « A HIGHER-ORDER CONSERVATION ELEMENT SOLUTION ELEMENT METHOD FOR SOLVING HYPERBOLIC DIFFERENTIAL EQUATIONS ON UNSTRUCTURED MESHES ». The Ohio State University, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=osu1396877409.
Texte intégralLivres sur le sujet "Higher order beam element"
Karel, Segeth, et Dolez̆el Ivo, dir. Higher-order finite element methods. Boca Raton, Fla : Chapman & Hall/CRC, 2004.
Trouver le texte intégralWiedemann, Helmut. Particle Accelerator Physics II : Nonlinear and Higher-Order Beam Dynamics. Berlin, Heidelberg : Springer Berlin Heidelberg, 1999.
Trouver le texte intégralWiedemann, Helmut. Particle Accelerator Physics II : Nonlinear and Higher-Order Beam Dynamics. Berlin, Heidelberg : Springer Berlin Heidelberg, 1995.
Trouver le texte intégralParticle accelerator physics II : Nonlinear and higher-order beam dynamics. Berlin : Springer, 1995.
Trouver le texte intégralOskooei, Saeid G. A higher order finite element for sandwich plate analysis. Ottawa : National Library of Canada, 1998.
Trouver le texte intégralReddy, J. N. A higher-order theory for geometrically nonlinear analysis of composite laminates. Hampton, Va : Langley Research Center, 1987.
Trouver le texte intégralYan, Jue. Local discontinuous Galerkin methods for partial differential equations with higher order derivates. Hampton, VA : Institute for Computer Applications in Science and Engineering, NASA Langley Research Center, 2002.
Trouver le texte intégralGoremykin, Sergey. Relay protection and automation of electric power systems. ru : INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1048841.
Texte intégralSolin, Pavel, Karel Segeth et Ivo Dolezel. Higher-Order Finite Element Methods. Taylor & Francis Group, 2003.
Trouver le texte intégralSolin, Pavel, Karel Segeth et Ivo Dolezel. Higher-Order Finite Element Methods. Taylor & Francis Group, 2003.
Trouver le texte intégralChapitres de livres sur le sujet "Higher order beam element"
Pimenta, Paulo M., Cátia da Costa e Silva et Carlos Tiago. « Higher Order Geometrically Exact Shear-Rigid Beam Finite Elements ». Dans Current Trends and Open Problems in Computational Mechanics, 417–24. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-87312-7_40.
Texte intégralZhang, Jianxun, Pengchong Zhang, Huicun Song et Lei Zhu. « Transverse Vibration Characteristics of Clamped-Elastic Pinned Beam Under Compressive Axial Loads ». Dans Advances in Frontier Research on Engineering Structures, 527–39. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_47.
Texte intégralHien, Ta Duy, Bui Tien Thanh, Nguyen Ngoc Long, Nguyen Van Thuan et Do Thi Hang. « Investigation Into The Response Variability of A Higher-Order Beam Resting on A Foundation Using A Stochastic Finite Element Method ». Dans Lecture Notes in Civil Engineering, 117–22. Singapore : Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0802-8_15.
Texte intégralAlmeida, João P., António A. Correia et Rui Pinho. « Elastic and Inelastic Analysis of Frames with a Force-Based Higher-Order 3D Beam Element Accounting for Axial-Flexural-Shear-Torsional Interaction ». Dans Computational Methods in Applied Sciences, 109–28. Cham : Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-47798-5_5.
Texte intégralTaigbenu, Akpofure E. « Higher-Order Elements ». Dans The Green Element Method, 231–50. Boston, MA : Springer US, 1999. http://dx.doi.org/10.1007/978-1-4757-6738-4_9.
Texte intégralEslami, Mohammad Reza, et Yasser Kiani. « Higher-Order Beam Theories ». Dans Encyclopedia of Thermal Stresses, 2243–49. Dordrecht : Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-2739-7_485.
Texte intégralÖchsner, Andreas. « Higher-Order Beam Theories ». Dans Classical Beam Theories of Structural Mechanics, 105–31. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-76035-9_4.
Texte intégralDuczek, S., C. Willberg et U. Gabbert. « Higher Order Finite Element Methods ». Dans Lamb-Wave Based Structural Health Monitoring in Polymer Composites, 117–59. Cham : Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-49715-0_6.
Texte intégralVieira, R., F. Virtuoso et E. Pereira. « Higher Order Modes in Thin-Walled Beam Analysis ». Dans Computational Methods in Engineering & ; Science, 228. Berlin, Heidelberg : Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/978-3-540-48260-4_74.
Texte intégralAbdessalem, Jarraya, Hajlaoui Abdessalem, Ben Jdidia Mounir et Dammak Fakhreddine. « Higher Order Shear Deformation Enhanced Solid Shell Element ». Dans Lecture Notes in Mechanical Engineering, 549–55. Berlin, Heidelberg : Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-37143-1_66.
Texte intégralActes de conférences sur le sujet "Higher order beam element"
Argyridi, Amalia, et Evangelos Sapountzakis. « HIGHER ORDER BEAM ELEMENT FOR THE LOCAL BUCKLING ANALYSIS OF BEAMS ». Dans 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5407.17453.
Texte intégralZhang, Peng, Jianmin Ma et Menglan Duan. « A New Higher-Order Euler-Bernoulli Beam Element of Absolute Nodal Coordinate Formulation ». Dans ASME 2020 39th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/omae2020-19132.
Texte intégralCarbonari, Sandro, Luigino Dezi, Fabrizio Gara et Graziano Leoni. « A higher order finite element to analyse steel-concrete composite bridge decks ». Dans IABSE Congress, Stockholm 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.0040.
Texte intégralRamaprasad, Srinivasan, Kurt Gramoll et Steven Hooper. « Finite element analysis of double cantilever beam specimen using a higher order plate theory ». Dans 35th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina : American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-1536.
Texte intégralBozorgmehri, Babak, Marko K. Matikainen et Aki Mikkola. « Development of Line-to-Line Contact Formulation for Continuum Beams ». Dans ASME 2021 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/detc2021-70450.
Texte intégralDargush, G. F., et M. M. Grigoriev. « Higher-Order Boundary Element Methods for Unsteady Convective Transport ». Dans ASME 2001 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/imece2001/htd-24105.
Texte intégralGerstmayr, Johannes, et Ahmed A. Shabana. « Analysis of Higher and Lower Order Elements for the Absolute Nodal Coordinate Formulation ». Dans ASME 2005 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/detc2005-84827.
Texte intégralYu, Zhigang, Xin Xu, Xiaohua Zhu et Fulei Chu. « Vibration Characteristics of Cracked Rotating Beams Using Higher Order Finite Element Technique ». Dans 44th AIAA/ASME/SAE/ASEE Joint Propulsion Conference & Exhibit. Reston, Virigina : American Institute of Aeronautics and Astronautics, 2008. http://dx.doi.org/10.2514/6.2008-5137.
Texte intégralGrigoriev, M. M., et G. F. Dargush. « A Higher-Order Poly-Region Boundary Element Method for Steady Thermoviscous Fluid Flows ». Dans ASME 2004 International Mechanical Engineering Congress and Exposition. ASMEDC, 2004. http://dx.doi.org/10.1115/imece2004-60022.
Texte intégralUnal, Ahmet, et Gang Wang. « Wave Propagation in Multi-Layered Elastic Beam ». Dans ASME 2012 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/smasis2012-7939.
Texte intégralRapports d'organisations sur le sujet "Higher order beam element"
White, D., M. Stowell, J. Koning, R. Rieben, A. Fisher, N. Champagne et N. Madsen. Higher-Order Mixed Finite Element Methods for Time Domain Electromagnetics. Office of Scientific and Technical Information (OSTI), février 2004. http://dx.doi.org/10.2172/15014733.
Texte intégralSaether, Erik, et Alexander Tessler. User-Defined Subroutine for Implementation of Higher-Order Shell Element in ABAQU. Fort Belvoir, VA : Defense Technical Information Center, août 1993. http://dx.doi.org/10.21236/ada269001.
Texte intégralJiang, W., et Benjamin W. Spencer. Modeling 3D PCMI using the Extended Finite Element Method with higher order elements. Office of Scientific and Technical Information (OSTI), mars 2017. http://dx.doi.org/10.2172/1409274.
Texte intégralRiveros, Guillermo, Felipe Acosta, Reena Patel et Wayne Hodo. Computational mechanics of the paddlefish rostrum. Engineer Research and Development Center (U.S.), septembre 2021. http://dx.doi.org/10.21079/11681/41860.
Texte intégralBuitrago-García, Hilda Clarena. Teaching Dictionary Skills through Online Bilingual Dictionaries. Ediciones Universidad Cooperativa de Colombia, septembre 2022. http://dx.doi.org/10.16925/gcnc.23.
Texte intégralSTUDY ON SHEAR BEHAVIOR OF BOX TYPE STEEL STRUCTURE CONSIDERING WELDING EFFECT. The Hong Kong Institute of Steel Construction, août 2022. http://dx.doi.org/10.18057/icass2020.p.325.
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