Auswahl der wissenschaftlichen Literatur zum Thema „Torsion model“
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Zeitschriftenartikel zum Thema "Torsion model":
Zhu, Yingbo, Shui Wan, Kongjian Shen, Qiang Su und Xiayuan Li. „Modified rotating-angle softened truss model for composite box-girder with corrugated steel webs under pure torsion“. Advances in Structural Engineering 23, Nr. 9 (06.02.2020): 1902–21. http://dx.doi.org/10.1177/1369433219898063.
Lau, Ming G. „Torsional axisymmetric finite element model for problems in elasticity“. Canadian Journal of Civil Engineering 13, Nr. 5 (01.10.1986): 583–87. http://dx.doi.org/10.1139/l86-085.
Shen, Kongjian, Shui Wan, YL Mo und Xiayuan Li. „A softened membrane model for prestressed concrete composite box girders with corrugated steel webs under pure torsion“. Advances in Structural Engineering 22, Nr. 2 (03.08.2018): 384–401. http://dx.doi.org/10.1177/1369433218788597.
Sun, Heng Hui, Ai Wu Zhao, Mao Feng Zhang, Da Li, Da Peng Wang, Li Kai Zhu und Mei Tao. „The Analysis Model of Torsion Behavior for Octopus-Inspired Robotic Arm“. Applied Mechanics and Materials 461 (November 2013): 917–23. http://dx.doi.org/10.4028/www.scientific.net/amm.461.917.
Deifalla, Ahmed F., Adamantis G. Zapris und Constantin E. Chalioris. „Multivariable Regression Strength Model for Steel Fiber-Reinforced Concrete Beams under Torsion“. Materials 14, Nr. 14 (12.07.2021): 3889. http://dx.doi.org/10.3390/ma14143889.
Li, Xin, und Li Liang. „Experimental and Numerical Study on Torsional Behavior of Precast Concrete Screw Pile Body“. Applied Mechanics and Materials 188 (Juni 2012): 137–43. http://dx.doi.org/10.4028/www.scientific.net/amm.188.137.
Men, Jin Jie, Qing Xuan Shi und Qiu Wei Wang. „Unity Equation of Torsional Capacity for RC Members Subjected to Axial Compression, Bend, Shear and Torque“. Advanced Materials Research 163-167 (Dezember 2010): 874–79. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.874.
Bernardo, Luís. „Generalized Softened Variable Angle Truss Model for RC Hollow Beams under Torsion“. Materials 12, Nr. 13 (09.07.2019): 2209. http://dx.doi.org/10.3390/ma12132209.
A. Rosly, N., M. Y. Harmin und D. L. A. A. Majid. „Preliminary investigation on experimental modal analysis of high aspect ratio rectangular wing model“. International Journal of Engineering & Technology 7, Nr. 4.13 (09.10.2018): 151. http://dx.doi.org/10.14419/ijet.v7i4.13.21348.
Peirone, B., D. Fox und L. A. Piras. „Effects of antebrachial torsion on the measurement of angulation in the frontal plane: A cadaveric radiographic analysis“. Veterinary and Comparative Orthopaedics and Traumatology 25, Nr. 02 (2012): 89–94. http://dx.doi.org/10.3415/vcot-10-09-0135.
Dissertationen zum Thema "Torsion model":
Xu, Jian. „Development of a general dynamic hysteretic light-frame structure model and study on the torsional behavior of open-front light-frame structures“. Online access for everyone, 2006. http://www.dissertations.wsu.edu/Dissertations/Fall2006/j_xu_120606.pdf.
Filipowicz, Dean. „A Biomechanical Comparison of 3.5 Locking Compression Plate Fixation to 3.5 Limited Contact Dynamic Compression Plate Fixation in a Canine Cadaveric Distal Humeral Metaphyseal Gap Model“. Thesis, Virginia Tech, 2008. http://hdl.handle.net/10919/33558.
Master of Science
Bairán, García Jesús Miguel. „A non-linear coupled model for the analysis of reinforced concrete sections under bending, shear, torsion and axial forces“. Doctoral thesis, Universitat Politècnica de Catalunya, 2005. http://hdl.handle.net/10803/6177.
El objetivo principal de esta tesis es generalizar el análisis de secciones de hormigón armado mediante fibras, de forma que se pueda reproducir la res-puesta no-lineal acoplada frente a esfuerzos normales y tangenciales bajo solicitaciones tridimensionales generales. De igual forma, se pretende obtener, para los esfuerzos cortantes y torsión, la misma capacidad de representación de geometrías y combinación de materiales que ofrecen los modelos de fibras para esfuerzos de flexo-compresión.
La primera problemática estriba en representar adecuadamente la cinemática de la sección transversal. Con la excepción de las deformaciones normales contenidas en el plano de la sección, no existe una teoría cinemática que a priori pueda dar la distribución del resto de deformaciones o tensiones en la sección, sin dejar de satisfacer las condiciones de equilibrio interno o continuidad entre las fibras que componen la misma.
Por otra parte, para materiales anisótropos, como el hormigón fisurado, en general todos los esfuerzos internos pueden estar acoplados. Además, es preciso considerar la distorsión de la sección transversal para satisfacer el equilibrio entre fibras.
El problema se aborda de forma general, considerando una sección de forma y materiales cualesquiera. Se parte del problema diferencial de equilibrio de un sólido con el que se ha podido deducir un sistema de equilibrio entre fibras (equilibrio a nivel sección). Se puede demostrar que éste es complementario al problema estándar de vigas. El sistema complementario permite recuperar información tridimensional que normalmente se pierde al resolver un problema de vigas.
Posteriormente, se propone una solución interna del problema complementario, en la que el alabeo y la distorsión de la sección quedan expresados como una función de las deformaciones generalizadas de una viga: deformaciones axil y cortantes, curvaturas de flexión y torsión. No son necesarios grados de libertad adicionales a nivel estructura ni hipótesis a-priori sobre la forma de los campos de deformación o tensión interna.
A partir de la formulación teórica, se desarrolla un modelo de elementos finitos plano de la sección transversal. El modelo está preparado para servir como respuesta constitutiva de cualquier tipo de elemento viga en sus puntos de integración. %Se evita así la necesidad de realizar un modelo de elementos sólidos de toda la barra para estudiar la respuesta frente a una combinación general de esfuerzos normales y tangenciales.
Se implementan una serie de modelos constitutivos para distintos materiales. En particular, se implementa un modelo constitutivo triaxial para hormigón fisurado, considerando la anisotropía inducida por la fisuración e incluyendo la superficie de rotura según un criterio multiaxial.
La formulación seccional es validada mediante varios casos de estudio teóricos y experimentales. La respuesta no-lineal acoplada bajo diversas combinaciones de esfuerzos normales y tangenciales es reproducida con precisión, lo cual queda patente tanto en las curvas esfuerzo-deformación obtenidas como en las matrices de rigidez seccionales.
Finalmente, se recopilan las conclusiones derivadas de la presente investigación y se
ofren recomendaciones para futuros trabajos.
Most RC structures are subjected to combined normal and tangential forces, such as bending, axial load, shear and torsion. Concrete cracking, steel yielding and other material nonlinearities produce an anisotropic sectional response that results in a coupling between the effects of normal and shear forces, i.e. normal force or bending moments may produce shear strains and vice versa. Although this interaction is sometimes taken into account, in a simplified manner, in the design of RC structures, a deep analysis of the coupling effects of RC sections using fiber models has not yet been made for arbitrary shape sections under general 3D loading.
The main objective of this thesis is to generalize the fiber-like sectional analysis of reinforced concrete elements, to make it capable of considering the coupled non-linear response under tangential and normal internal forces, from a general 3D loading.
Similarly, it is desired to obtain, for torque and shear forces, the same capacity and versatility in reproducing complex geometry and materials combination that fiber-like sectional representations offers for bending and stretching.
The first problematic lies in finding a proper representation of the section's kinematics under such general loading. Except for in-plane normal strains, there is no single kinematical theory capable of a-priori representing the correct distribution of the others strains or stresses satisfying, at the same time, inter-fiber equilibrium and continuity. On the other hand, for rather anisotropic materials, such as cracked concrete, all internal forces are, in general, coupled. It is also required that distortion is allowed for the section's kinematics in order to guarantee satisfaction of internal equilibrium.
The problem is dealt in a general form considering arbitrary shaped sections and any material behaviour. Starting from the differential equilibrium of a solid, an inter-fiber equilibrium system (equilibrium at the sectional level) was deduced. This system, which is complementary to the standard equilibrium problem of a beam-column, allows to recuperate information of the three-dimensional problem that is generally lost when solving a beam problem.
Further, a solution of the equilibrium at the sectional level is proposed in which the section's warping and distortion are posed as a function of the generalized beam-column strains (axial and shear strains, bending and torsion curvatures). No additional degrees of freedom are required at the structural level nor a-priori hypotheses on the distribution of the internal strains or stresses.
After the theoretical formulation, a planar finite element model for cross-sectional analysis is developed. The model can be used as a constitutive law for general beam column elements at their integration points.
A series of constitutive models have been implemented for several materials. In particular, a triaxial constitutive model for cracked concrete is implemented considering crackinduced anisotropy and a multiaxial failure criterion.
The sectional formulation is validated by means of various theoretical and experimental case studies. Non-linear coupled response under normal and tangential internal forces is reproduced with accuracy, as can be seen both in the predicted internal force-strain curves and in the sectional stiffness matrixes.
Finally, the conclusions drawn from the current research are summarized and
recomendations for future works are given.
Říha, Stanislav. „Viskózní tlumič torzních kmitů plynového vidlicového šestnáctiválce“. Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2010. http://www.nusl.cz/ntk/nusl-229308.
Shaarbaf, Ihsan Ali Saib. „Three-dimensional non-linear finite element analysis of reinforced concrete beams in torsion : reinforced concrete members under torsion and bending are analysed up to failure : a non-linear concrete model for general states of stress including compressive strength degradation due to cracking is described“. Thesis, University of Bradford, 1990. http://hdl.handle.net/10454/3576.
Rejnuš, Miroslav. „Modifikace tříválcového vznětového motoru na zkušební jednoválec“. Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2021. http://www.nusl.cz/ntk/nusl-449787.
Phillips, Peter Louis. „Integrated Multiaxial Experimentation and Constitutive Modeling“. University of Dayton / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1492598070791388.
Schladitz, Frank, und Manfred Curbach. „Textilbewehrter Beton als Torsionsverstärkung“. Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244048995744-78708.
Řehák, Zdenek. „Experimentální a numerická analýza ŽB prvku namáhaného kroucením“. Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226097.
Johansson, Jonas. „Investigation of Mode Superposition as Modelling Approach for Crankshaft Torsion“. Thesis, Luleå tekniska universitet, Institutionen för teknikvetenskap och matematik, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-69453.
Bücher zum Thema "Torsion model":
Takahashi, Marc D. A flight-dynamic helicopter mathematical model with a single flap-lag-torsion main rotor. Moffett Field, Calif: NASA Ames Research Center, 1990.
James P. Smith - undifferentiated. Highly accurate beam torsion solutions using the p-version finite element method. [Washington, D.C.?: National Aeronautics and Space Administration, 1996.
Sedarat, Hassan. Torsional response characteristics of regular buildings under different seismic excitation levels. Sacramento: California Dept. of Conservation, Division of Mines and Geology, Office of Strong Motion Studies, 1994.
Atarod, Vida. Impact of synchronous machine constants and models on the analysis of torsional dynamics. Ottawa: National Library of Canada, 1992.
Hudson, James W. Development and calibration of a torsional engine model for a three-cylinder, two-stroke diesel engine. Monterey, Calif: Naval Postgraduate School, 1997.
Swanson, William J. Determination of diesel engine cylinder gas torques from speed fluctuations with a high-fidelity crankshaft torsional model. Monterey, Calif: Naval Postgraduate School, 1998.
A flight-dynamic helicopter mathematical model with a single flap-lag-torsion main rotor. Moffett Field, Calif: NASA Ames Research Center, 1990.
A flight-dynamic helicopter mathematical model with a single flap-lag-torsion main rotor. Moffett Field, Calif: NASA Ames Research Center, 1990.
Center, Ames Research, und United States. Army Aviation Research and Technology Activity., Hrsg. A flight-dynamic helicopter mathematical model with a single flap-lag-torsion main rotor. Moffett Field, Calif: NASA Ames Research Center, 1990.
Center, Langley Research, Hrsg. Coupled bending-torsion steady-state response of pretwisted, nonuniform rotating beams using a transfer-matrix method. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1988.
Buchteile zum Thema "Torsion model":
Thomas, T. „8 Softened Truss Model for Torsion“. In Unired Theory of Reinforced Concrete, 257–300. CRC Press Taylor & Francis Group 6000 Broken Sound Parkway NW, Suite 300 Boca Raton, FL 33487-2742: CRC Press, 2017. http://dx.doi.org/10.1201/9780203734650-9.
Arnold, David M., Adolf Mader, Otto Mutzbauer und Ebru Solak. „A Remak-Krull-Schmidt Class of Torsion-Free Abelian Groups“. In Groups, Modules, and Model Theory - Surveys and Recent Developments, 41–68. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-51718-6_3.
Gu, Yu Jiong, Xiao Bo Li und Cheng Bing He. „Correction on Parameters in Torsion Vibration Model for Turbine-Generator Shafts“. In Key Engineering Materials, 2505–8. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-456-1.2505.
Doughty, Timothy A., Willamette Blvd, Mary LeBlanc, Lee Glascoe und Joel Benier. „Torsion/compression Testing of Grey Cast Iron for a Plasticity Model“. In Experimental and Applied Mechanics, Volume 6, 845–53. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-9792-0_117.
Ramancha, Mukesh Kumar, T. Ghosh Mondal und S. Suriya Prakash. „Softened Truss Model for FRP Strengthened RC Members Under Torsion Including Tension Stiffening Effect“. In Advances in Structural Engineering, 513–26. New Delhi: Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2190-6_42.
Nie, G. J., und Zheng Zhong. „The Elasto-Plastic and Geometrically Nonlinear Finite Element Model of Space Beam Considering Restraint Torsion“. In Engineering Plasticity and Its Applications, 335–40. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-433-2.335.
Cleja-Tigoiu, Sanda. „Elasto-Plastic Models with Dislocations Based on Configuration with Torsion“. In Continuum Models and Discrete Systems, 215–20. Dordrecht: Springer Netherlands, 2004. http://dx.doi.org/10.1007/978-1-4020-2316-3_33.
Lorenzo, Emilio Di, C. Colantoni, F. Bianciardi, S. Manzato, K. Janssens und B. Peeters. „Characterization of Torsional Vibrations: Torsional-Order Based Modal Analysis“. In Rotating Machinery, Vibro-Acoustics & Laser Vibrometry, Volume 7, 77–89. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-74693-7_8.
Le Coënt, Adrien, und Laurent Fribourg. „Controlled Recurrence of a Biped with Torso“. In Cyber Physical Systems. Model-Based Design, 154–69. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-23703-5_8.
Vervisch, Bram, Kurt Stockman und Mia Loccufier. „Torsional Damping Identification in Rotating Machinery“. In Topics in Modal Analysis I, Volume 7, 133–39. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-04753-9_13.
Konferenzberichte zum Thema "Torsion model":
Ouyang, Zhenyu, Wei Xu, Gefu Ji, Guoqiang Li, H. Dwayne Jerro und Su-Seng Pang. „Nonlinear Model of Torsional Fracture in Adhesive Pipe Joints“. In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25717.
Nor, M. K. Mohd, C. S. Ho und N. Ma’at. „Torsion vehicle model test for automotive vehicle“. In 7TH INTERNATIONAL CONFERENCE ON MECHANICAL AND MANUFACTURING ENGINEERING: Proceedings of the 7th International Conference on Mechanical and Manufacturing Engineering, Sustainable Energy Towards Global Synergy. Author(s), 2017. http://dx.doi.org/10.1063/1.4981156.
BARRETT, JOHN W., und ILEANA NAISH-GUZMAN. „THE PONZANO-REGGE MODEL AND REIDEMEISTER TORSION“. In Proceedings of the MG11 Meeting on General Relativity. World Scientific Publishing Company, 2008. http://dx.doi.org/10.1142/9789812834300_0514.
Ishihara, Abraham K., und Nhan T. Nguyen. „Lyapunov Stability Analysis of an Aeroleastic Torsion Model“. In 55th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2014. http://dx.doi.org/10.2514/6.2014-1043.
Cruz, Ivan, und Nestor Zouain. „A Shakedown Fatigue Model Tested in Torsion-Bending“. In SAE Brasil International Conference on Fatigue. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2001. http://dx.doi.org/10.4271/2001-01-4059.
Matsuda, Kazunori. „Equivalent-circuit model for electrostatic micro-torsion mirror“. In 2010 International Workshop on Computational Electronics (IWCE). IEEE, 2010. http://dx.doi.org/10.1109/iwce.2010.5677995.
Kawai, Yusuke, Sora Nagao, Yuki Yokokura, Kiyoshi Ohishi und Toshimasa Miyazaki. „Quick Torsion Torque Control Based on Model Error Compensator and Disturbance Observer with Torsion Torque Sensor“. In 2021 IEEE/SICE International Symposium on System Integration (SII). IEEE, 2021. http://dx.doi.org/10.1109/ieeeconf49454.2021.9382617.
Darvishian, Ali, Hamid Moeenfard und Mohammad Taghi Ahmadian. „Coupling Effects Between Torsion and Bending in Torsional Micromirrors Under Capillary Forces“. In ASME 2011 International Mechanical Engineering Congress and Exposition. ASMEDC, 2011. http://dx.doi.org/10.1115/imece2011-65121.
Merino, He´ctor E. M., Jose´ Renato M. de Sousa, Carlos Magluta und Ney Roitman. „Numerical and Experimental Study of a Flexible Pipe Under Torsion“. In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20902.
Ishihara, Abraham K., und Nhan Nguyen. „Distributed parameter e-modification for an aeroelastic torsion model“. In 2014 IEEE 53rd Annual Conference on Decision and Control (CDC). IEEE, 2014. http://dx.doi.org/10.1109/cdc.2014.7039759.
Berichte der Organisationen zum Thema "Torsion model":
Reedlunn, Benjamin, und Wei Yang Lu. An attempt to calibrate and validate a simple ductile failure model against axial-torsion experiments on Al 6061-T651. Office of Scientific and Technical Information (OSTI), Januar 2015. http://dx.doi.org/10.2172/1167405.
Michalski, A,, D. Andersson, R. Rossi und C. Soriano. D7.1 DELIVERY OF GEOMETRY AND COMPUTATIONAL MODEL. Scipedia, 2021. http://dx.doi.org/10.23967/exaqute.2021.2.020.
Badia, S., A. Martín, J. Principe, C. Soriano und R. Rossi. D3.1 Report on nonlinear domain decomposition preconditioners and release of the solvers. Scipedia, 2021. http://dx.doi.org/10.23967/exaqute.2021.2.021.