Literatura académica sobre el tema "Shear modulu"
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Artículos de revistas sobre el tema "Shear modulu"
Yoshihara, Hiroshi, Momoka Wakahara, Masahiro Yoshinobu y Makoto Maruta. "Torsional Vibration Tests of Extruded Polystyrene with Improved Accuracy in Determining the Shear Modulus". Polymers 14, n.º 6 (13 de marzo de 2022): 1148. http://dx.doi.org/10.3390/polym14061148.
Texto completoOmovie, Sheyore John y John P. Castagna. "Relationships between Dynamic Elastic Moduli in Shale Reservoirs". Energies 13, n.º 22 (17 de noviembre de 2020): 6001. http://dx.doi.org/10.3390/en13226001.
Texto completoBerryman, James G. "Fluid effects on shear waves in finely layered porous media". GEOPHYSICS 70, n.º 2 (marzo de 2005): N1—N15. http://dx.doi.org/10.1190/1.1897034.
Texto completoLai-Fook, Stephen J. y Robert E. Hyatt. "Effects of age on elastic moduli of human lungs". Journal of Applied Physiology 89, n.º 1 (1 de julio de 2000): 163–68. http://dx.doi.org/10.1152/jappl.2000.89.1.163.
Texto completoSinha, Bikash K., Badarinadh Vissapragada, Lasse Renlie y Sveinung Tysse. "Radial profiling of the three formation shear moduli and its application to well completions". GEOPHYSICS 71, n.º 6 (noviembre de 2006): E65—E77. http://dx.doi.org/10.1190/1.2335879.
Texto completoStamenovic, D. y J. C. Smith. "Surface forces in lungs. III. Alveolar surface tension and elastic properties of lung parenchyma". Journal of Applied Physiology 60, n.º 4 (1 de abril de 1986): 1358–62. http://dx.doi.org/10.1152/jappl.1986.60.4.1358.
Texto completoKennedy, J. G., D. R. Carter y W. E. Caler. "Long Bone Torsion: II. A Combined Experimental and Computational Method for Determining an Effective Shear Modulus". Journal of Biomechanical Engineering 107, n.º 2 (1 de mayo de 1985): 189–91. http://dx.doi.org/10.1115/1.3138540.
Texto completoMatseevich, T. A., A. A. Askadskii, M. D. Petunova, O. V. Kovriga y M. N. Popova. "A Calculation Scheme for Assessing Storage Moduli and Losses as a Function of Polymer Chemical Structure and Blend Composition". International Polymer Science and Technology 45, n.º 2 (febrero de 2018): 53–57. http://dx.doi.org/10.1177/0307174x1804500205.
Texto completoMurphy, William, Andrew Reischer y Kai Hsu. "Modulus decomposition of compressional and shear velocities in sand bodies". GEOPHYSICS 58, n.º 2 (febrero de 1993): 227–39. http://dx.doi.org/10.1190/1.1443408.
Texto completoSadik, Tarik, Caroline Pillon, Christian Carrot, José A. Reglero Ruiz, Michel Vincent y Noëlle Billon. "Polypropylene structural foams: Measurements of the core, skin, and overall mechanical properties with evaluation of predictive models". Journal of Cellular Plastics 53, n.º 1 (28 de julio de 2016): 25–44. http://dx.doi.org/10.1177/0021955x16633643.
Texto completoTesis sobre el tema "Shear modulu"
Pinilla, Camilo Ernesto. "Numerical simulation of shear instability in shallow shear flows". Thesis, McGill University, 2008. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=115697.
Texto completoHarrison, S. Kate. "Comparison of Shear Modulus Test Methods". Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/31772.
Texto completoThe average shear moduli results showed significant differences between the three test methods. For both material types, the shear moduli results determined from the two standard test methods (ASTM D 198 three-point bending and torsion), both of which are presently assumed to be equivalent, were significantly different.
Most average E:G ratios from the two material types and three test methods showed differences from the E:G ratio of 16:1 commonly assumed for structural wooden members. The average moduli of elasticity results for both material types were not significantly different. Therefore, the lack of significant difference between moduli of elasticity terms indicates that differences between E:G ratios are due to the shear modulus terms.
This research has shown differences in shear moduli results of the three test types (ASTM D 198 torsion, ASTM D 198 three-point bending, and the FPBT). Differences in the average E:G ratios per material and test type were also observed.
Master of Science
Yung, See Yuen. "Determination of shear wave velocity and anisotropic shear modulus of an unsaturated soil /". View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20YUNG.
Texto completoGuvenen, Haldun. "Aerodynamics of bodies in shear flow". Diss., The University of Arizona, 1989. http://hdl.handle.net/10150/184917.
Texto completoKinney, Landon Scott. "Pore Pressure Generation and Shear Modulus Degradation during Laminar Shear Box Testing with Prefabricated Vertical Drains". BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/7709.
Texto completoOlsen, Peter A. "Shear modulus degradation of liquefying sand : quantification and modeling /". Diss., CLICK HERE for online access, 2008. http://contentdm.lib.byu.edu/ETD/image/etd2132.pdf.
Texto completoOlsen, Peter A. "Shear Modulus Degradation of Liquefying Sand: Quantification and Modeling". BYU ScholarsArchive, 2007. https://scholarsarchive.byu.edu/etd/1214.
Texto completoAlathur, Srinivasan Prem Anand. "Deep Learning models for turbulent shear flow". Thesis, KTH, Numerisk analys, NA, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-229416.
Texto completoDjupa neuronät som är tränade med rum-tids utveckling av ett dynamiskt system kan betraktas som ett empiriskt alternativ till konventionella modeller som använder differentialekvationer. I denna avhandling konstruerar vi sådana djupinlärningsmodeller för att modellera en förenklad lågdimensionell representation av turbulensfysiken. Träningsdata för neuronäten erhålls från en 9-dimensionell modell (Moehlis, Faisst och Eckhardt [29]) för olika Fourier-moder i ett skärskikt. Dessa moder har ändamålsenligt valts för att avbilda de turbulenta strukturerna i regionen nära väggen. Amplitudernas tidsserier för dessa moder beskriver fullständigt flödesutvecklingen, och tränade djupinlärningsmodeller används för att förutsäga dessa tidsserier baserat på en kort indatasekvens. Två fundamentalt olika neuronätsarkitekturer, nämligen flerlagerperceptroner (MLP) och långa närminnesnätverk (LSTM), jämförs kvantitativt i denna avhandling. Utvärderingen av dessa arkitekturer är baserad på (i) hur väl deras förutsägelser presterar jämfört med den 9-dimensionella modellen, (ii) förutsägelsernas förmåga att avbilda turbulensstrukturerna nära väggar och (iii) den statistiska överensstämmelsen mellan nätverkets förutsägelser och testdatan. Det visas att LSTM gör förutsägelser med ett fel på ungefär fyra storleksordningar lägre än för MLP. Vidare, är strömningsfälten som är konstruerade från LSTM-förutsägelser anmärkningsvärt noggranna i deras statistiska beteende. I synnerhet uppmättes avvikelser mellan de sanna- och förutsagda värdena för det genomsnittliga flödet till 0; 45 %, och för de strömvisa hastighetsfluktionerna till 2; 49 %.
Raischel, Frank. "Fibre models for shear failure and plasticity". [S.l. : s.n.], 2007. http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-29619.
Texto completoRara, Angela Dominique Sarmiento. "Rolling Shear Strength and Modulus for Various Southeastern US Wood Species using the Two-Plate Shear Test". Thesis, Virginia Tech, 2021. http://hdl.handle.net/10919/104017.
Texto completoMaster of Science
Cross-Laminated Timber (CLT) is an engineered wood panel product, similar to plywood, constructed with solid-sawn or structural composite lumber in alternating perpendicular layers. The additions included in the incoming 2021 International Building Code (IBC) has placed an importance in expanding the research related to the mechanical and material properties of CLT. Also, with the increasing demand for softwood lumber and CLT panel production, the demand for the domestic softwood lumber could place a burden and surpass the domestic softwood supply. Rolling shear is a failure type that occurs when the wood fibers in the cross-layers roll over each other because of the shearing forces acting upon a CLT panel. This study used the two-plate shear test to measure the rolling shear properties of various southeastern US wood species: southern pine, yellow-poplar, and soft maple. A secondary study was conducted, using the same two-plate shear test, to measure the rolling shear properties of re-manufactured southern pine for CLT cross-layer application. The soft maple had the greatest average rolling shear strength at 5.93 N/mm2 and southern pine had the lowest average rolling shear strength at 2.51 N/mm2. Using a single factor analysis of variance (ANOVA), the rolling shear strength values from soft maple were significantly greater than yellow-poplar, which was significantly greater than the southern pine. For the rolling shear modulus, the southern pine and soft maple were of equal statistically significant difference, and both were greater statistically significant different compared to the yellow-poplar. The most common failure found from testing was rolling shear.
Libros sobre el tema "Shear modulu"
Statens råd för byggnadsforskning (Sweden), ed. Analysis of shear walls. Stockholm: Swedish Council for Building Research, 1985.
Buscar texto completoTrevino, G. Structure of wind-shear turbulence. Hampton, Va: Langley Research Center, 1989.
Buscar texto completoR, Laituri Tony y United States. National Aeronautics and Space Administration. Scientific and Technical Information Division., eds. Structure of wind-shear turbulence. [Washington, DC]: National Aeronautics and Space Administration, Scientific and Technical Information Division, 1989.
Buscar texto completoR, Laituri Tony y United States. National Aeronautics and Space Administration., eds. Structure of wind-shear turbulence. [Washington, DC]: [National Aeronautics and Space Administration, 1988.
Buscar texto completoR, Laituri Tony y United States. National Aeronautics and Space Administration., eds. Structure of wind-shear turbulence. [Washington, DC]: [National Aeronautics and Space Administration, 1988.
Buscar texto completoR, Laituri Tony y United States. National Aeronautics and Space Administration. Scientific and Technical Information Division., eds. Structure of wind-shear turbulence. [Washington, DC]: National Aeronautics and Space Administration, Scientific and Technical Information Division, 1989.
Buscar texto completoS, Sarkar y Langley Research Center, eds. Second-order closure models for supersonic turbulent flows. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1991.
Buscar texto completoS, Sarkar y Langley Research Center, eds. Second-order closure models for supersonic turbulent flows. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1991.
Buscar texto completoB, Gatski T., Fitzmaurice N. 1959- y Langley Research Center, eds. An analysis of RNG based turbulence models for homogeneous shear flow. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1991.
Buscar texto completoTzuoo, K. L. Zonal models of turbulence and their application to free shear flows. Stanford, Calif: Thermosciences Division, Dept. of Mechanical Engineering, Stanford University, 1986.
Buscar texto completoCapítulos de libros sobre el tema "Shear modulu"
Keaton, Jeffrey R. "Shear Modulus". En Selective Neck Dissection for Oral Cancer, 1–2. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-12127-7_256-1.
Texto completoGooch, Jan W. "Shear Modulus". En Encyclopedic Dictionary of Polymers, 657. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_10529.
Texto completoKeaton, Jeffrey R. "Shear Modulus". En Encyclopedia of Earth Sciences Series, 830–31. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_256.
Texto completoGooch, Jan W. "Complex Shear Modulus". En Encyclopedic Dictionary of Polymers, 161. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_2737.
Texto completoGooch, Jan W. "Modulus in Shear". En Encyclopedic Dictionary of Polymers, 467. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_7588.
Texto completoBorghi, R. y E. Pourbaix. "Lagrangian Models for Turbulent Combustion". En Turbulent Shear Flows 4, 369–80. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-69996-2_30.
Texto completoChen, J. Y. y W. Kollmann. "Mixing Models for Turbulent Flows with Exothermic Reactions". En Turbulent Shear Flows 7, 277–92. Berlin, Heidelberg: Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-76087-7_21.
Texto completoHanjalić, Kemal y Slavko Vasić. "Some Further Exploration of Turbulence Models for Buoyancy Driven Flows". En Turbulent Shear Flows 8, 319–41. Berlin, Heidelberg: Springer Berlin Heidelberg, 1993. http://dx.doi.org/10.1007/978-3-642-77674-8_23.
Texto completoSawaguchi, Takahiro. "Designing High-Mn Steels". En The Plaston Concept, 237–57. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7715-1_11.
Texto completoSummerscales, John. "Shear Modulus Testing of Composites". En Composite Structures 4, 305–16. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3457-3_23.
Texto completoActas de conferencias sobre el tema "Shear modulu"
Arlt, Rainer. "Magnetic shear-flows in stars". En MHD COUETTE FLOWS: Experiments and Models. AIP, 2004. http://dx.doi.org/10.1063/1.1832148.
Texto completoCOUSTOLS, E. "Behaviour of internal manipulators - 'Riblet' models in subsonic andtransonic flows". En 2nd Shear Flow Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-963.
Texto completoZaqarashvili, T. V. "Instability of periodic MHD shear flows". En MHD COUETTE FLOWS: Experiments and Models. AIP, 2004. http://dx.doi.org/10.1063/1.1832149.
Texto completoPENHA FARIA, RENATO y Luiz Nunes. "STUDY OF EFFECTIVE SHEAR MODULUS ON FLEXIBLE COMPOSITES UNDER SIMPLE SHEAR". En 25th International Congress of Mechanical Engineering. ABCM, 2019. http://dx.doi.org/10.26678/abcm.cobem2019.cob2019-0561.
Texto completoWeaver, John B., Timothy B. Miller, Marvin D. Doyley, Huifang Wang, Phillip R. Perrinez, Yvonne Y. Cheung, Francis E. Kennedy y Keith D. Paulsen. "Reproducibility of MRE shear modulus estimates". En Medical Imaging, editado por Armando Manduca y Xiaoping P. Hu. SPIE, 2007. http://dx.doi.org/10.1117/12.713772.
Texto completoHan, De‐hua y Michael Batzle. "Estimate shear velocity based on dry P‐wave and shear modulus relationship". En SEG Technical Program Expanded Abstracts 2004. Society of Exploration Geophysicists, 2004. http://dx.doi.org/10.1190/1.1845148.
Texto completoJu, Jaehyung, Joshua D. Summers, John Ziegert y George Fadel. "Compliant Hexagonal Meso-Structures Having Both High Shear Strength and High Shear Strain". En ASME 2010 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/detc2010-28672.
Texto completoVillacreses, Juan y Bernardo Caicedo. "A comparison between Shear Modulus Degradation Curves". En The 5th World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2020. http://dx.doi.org/10.11159/icgre20.131.
Texto completoSalavatian, M. y L. V. Smith. "Shear Modulus Degradation in Fiber Reinforced Laminates". En ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-63035.
Texto completoK. Sinha, Bikash, Badarinadh Vissapragada, Lasse Renlie y Sveinung Tysse. "Radial profiling of three formation shear moduli". En SEG Technical Program Expanded Abstracts 2005. Society of Exploration Geophysicists, 2005. http://dx.doi.org/10.1190/1.2144343.
Texto completoInformes sobre el tema "Shear modulu"
Kinikles, Dellena y John McCartney. Hyperbolic Hydro-mechanical Model for Seismic Compression Prediction of Unsaturated Soils in the Funicular Regime. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, diciembre de 2022. http://dx.doi.org/10.55461/yunw7668.
Texto completoAdolf, D., C. Childress y D. Hannum. Bulk and shear moduli of epoxy encapsulants. Office of Scientific and Technical Information (OSTI), agosto de 1989. http://dx.doi.org/10.2172/5524601.
Texto completoCanfield, Thomas R. Calculations using density dependent melt temperature and shear modulus with the PTW strength model (u). Office of Scientific and Technical Information (OSTI), septiembre de 2011. http://dx.doi.org/10.2172/1078436.
Texto completoBecker, R. Tantalum Shear Modulus from Homogenization of Single Crystal Data. Office of Scientific and Technical Information (OSTI), septiembre de 2007. http://dx.doi.org/10.2172/925669.
Texto completoSwift, D. Analytic fits to atom-in-jellium shear modulus predictions. Office of Scientific and Technical Information (OSTI), septiembre de 2020. http://dx.doi.org/10.2172/1660525.
Texto completoWright, T. W. y H. Ockendon. A Model For Fully Formed Shear Bands. Fort Belvoir, VA: Defense Technical Information Center, agosto de 1992. http://dx.doi.org/10.21236/ada254713.
Texto completoPreston, Dean Laverne, Leonid Burakovsky, Sky K. Sjue y Diane Elizabeth Vaughan. IC W15_thermoelasticity Highlight: Shear modulus and melting curve of Be. Office of Scientific and Technical Information (OSTI), diciembre de 2016. http://dx.doi.org/10.2172/1337134.
Texto completoSpang, M. C., T. B. Casper y K. I. Thomassen. Model development for transport studies in negative shear modes. Office of Scientific and Technical Information (OSTI), mayo de 1997. http://dx.doi.org/10.2172/598539.
Texto completoUlitsky, M. A Proper Method for Introducing Shear into Compressible RANS Models. Office of Scientific and Technical Information (OSTI), julio de 2014. http://dx.doi.org/10.2172/1150036.
Texto completoChang, Y. W. y R. W. Seidensticker. Dynamic characteristics of Bridgestone low shear modulus-high damping seismic isolation bearings. Office of Scientific and Technical Information (OSTI), junio de 1993. http://dx.doi.org/10.2172/10181217.
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