Academic literature on the topic 'Shear modulu'
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Journal articles on the topic "Shear modulu"
Yoshihara, Hiroshi, Momoka Wakahara, Masahiro Yoshinobu, and Makoto Maruta. "Torsional Vibration Tests of Extruded Polystyrene with Improved Accuracy in Determining the Shear Modulus." Polymers 14, no. 6 (March 13, 2022): 1148. http://dx.doi.org/10.3390/polym14061148.
Full textOmovie, Sheyore John, and John P. Castagna. "Relationships between Dynamic Elastic Moduli in Shale Reservoirs." Energies 13, no. 22 (November 17, 2020): 6001. http://dx.doi.org/10.3390/en13226001.
Full textBerryman, James G. "Fluid effects on shear waves in finely layered porous media." GEOPHYSICS 70, no. 2 (March 2005): N1—N15. http://dx.doi.org/10.1190/1.1897034.
Full textLai-Fook, Stephen J., and Robert E. Hyatt. "Effects of age on elastic moduli of human lungs." Journal of Applied Physiology 89, no. 1 (July 1, 2000): 163–68. http://dx.doi.org/10.1152/jappl.2000.89.1.163.
Full textSinha, Bikash K., Badarinadh Vissapragada, Lasse Renlie, and Sveinung Tysse. "Radial profiling of the three formation shear moduli and its application to well completions." GEOPHYSICS 71, no. 6 (November 2006): E65—E77. http://dx.doi.org/10.1190/1.2335879.
Full textStamenovic, D., and J. C. Smith. "Surface forces in lungs. III. Alveolar surface tension and elastic properties of lung parenchyma." Journal of Applied Physiology 60, no. 4 (April 1, 1986): 1358–62. http://dx.doi.org/10.1152/jappl.1986.60.4.1358.
Full textKennedy, J. G., D. R. Carter, and W. E. Caler. "Long Bone Torsion: II. A Combined Experimental and Computational Method for Determining an Effective Shear Modulus." Journal of Biomechanical Engineering 107, no. 2 (May 1, 1985): 189–91. http://dx.doi.org/10.1115/1.3138540.
Full textMatseevich, T. A., A. A. Askadskii, M. D. Petunova, O. V. Kovriga, and 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, no. 2 (February 2018): 53–57. http://dx.doi.org/10.1177/0307174x1804500205.
Full textMurphy, William, Andrew Reischer, and Kai Hsu. "Modulus decomposition of compressional and shear velocities in sand bodies." GEOPHYSICS 58, no. 2 (February 1993): 227–39. http://dx.doi.org/10.1190/1.1443408.
Full textSadik, Tarik, Caroline Pillon, Christian Carrot, José A. Reglero Ruiz, Michel Vincent, and Noëlle Billon. "Polypropylene structural foams: Measurements of the core, skin, and overall mechanical properties with evaluation of predictive models." Journal of Cellular Plastics 53, no. 1 (July 28, 2016): 25–44. http://dx.doi.org/10.1177/0021955x16633643.
Full textDissertations / Theses on the topic "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.
Full textHarrison, S. Kate. "Comparison of Shear Modulus Test Methods." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/31772.
Full textThe 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.
Full textGuvenen, Haldun. "Aerodynamics of bodies in shear flow." Diss., The University of Arizona, 1989. http://hdl.handle.net/10150/184917.
Full textKinney, 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.
Full textOlsen, 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.
Full textOlsen, Peter A. "Shear Modulus Degradation of Liquefying Sand: Quantification and Modeling." BYU ScholarsArchive, 2007. https://scholarsarchive.byu.edu/etd/1214.
Full textAlathur, 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.
Full textDjupa 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.
Full textRara, 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.
Full textMaster 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.
Books on the topic "Shear modulu"
Statens råd för byggnadsforskning (Sweden), ed. Analysis of shear walls. Stockholm: Swedish Council for Building Research, 1985.
Find full textTrevino, G. Structure of wind-shear turbulence. Hampton, Va: Langley Research Center, 1989.
Find full textR, Laituri Tony, and 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.
Find full textR, Laituri Tony, and United States. National Aeronautics and Space Administration., eds. Structure of wind-shear turbulence. [Washington, DC]: [National Aeronautics and Space Administration, 1988.
Find full textR, Laituri Tony, and United States. National Aeronautics and Space Administration., eds. Structure of wind-shear turbulence. [Washington, DC]: [National Aeronautics and Space Administration, 1988.
Find full textR, Laituri Tony, and 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.
Find full textS, Sarkar, and Langley Research Center, eds. Second-order closure models for supersonic turbulent flows. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1991.
Find full textS, Sarkar, and Langley Research Center, eds. Second-order closure models for supersonic turbulent flows. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1991.
Find full textB, Gatski T., Fitzmaurice N. 1959-, and 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.
Find full textTzuoo, K. L. Zonal models of turbulence and their application to free shear flows. Stanford, Calif: Thermosciences Division, Dept. of Mechanical Engineering, Stanford University, 1986.
Find full textBook chapters on the topic "Shear modulu"
Keaton, Jeffrey R. "Shear Modulus." In 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.
Full textGooch, Jan W. "Shear Modulus." In Encyclopedic Dictionary of Polymers, 657. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_10529.
Full textKeaton, Jeffrey R. "Shear Modulus." In Encyclopedia of Earth Sciences Series, 830–31. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_256.
Full textGooch, Jan W. "Complex Shear Modulus." In Encyclopedic Dictionary of Polymers, 161. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_2737.
Full textGooch, Jan W. "Modulus in Shear." In Encyclopedic Dictionary of Polymers, 467. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_7588.
Full textBorghi, R., and E. Pourbaix. "Lagrangian Models for Turbulent Combustion." In Turbulent Shear Flows 4, 369–80. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-69996-2_30.
Full textChen, J. Y., and W. Kollmann. "Mixing Models for Turbulent Flows with Exothermic Reactions." In Turbulent Shear Flows 7, 277–92. Berlin, Heidelberg: Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-76087-7_21.
Full textHanjalić, Kemal, and Slavko Vasić. "Some Further Exploration of Turbulence Models for Buoyancy Driven Flows." In Turbulent Shear Flows 8, 319–41. Berlin, Heidelberg: Springer Berlin Heidelberg, 1993. http://dx.doi.org/10.1007/978-3-642-77674-8_23.
Full textSawaguchi, Takahiro. "Designing High-Mn Steels." In The Plaston Concept, 237–57. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-7715-1_11.
Full textSummerscales, John. "Shear Modulus Testing of Composites." In Composite Structures 4, 305–16. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3457-3_23.
Full textConference papers on the topic "Shear modulu"
Arlt, Rainer. "Magnetic shear-flows in stars." In MHD COUETTE FLOWS: Experiments and Models. AIP, 2004. http://dx.doi.org/10.1063/1.1832148.
Full textCOUSTOLS, E. "Behaviour of internal manipulators - 'Riblet' models in subsonic andtransonic flows." In 2nd Shear Flow Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-963.
Full textZaqarashvili, T. V. "Instability of periodic MHD shear flows." In MHD COUETTE FLOWS: Experiments and Models. AIP, 2004. http://dx.doi.org/10.1063/1.1832149.
Full textPENHA FARIA, RENATO, and Luiz Nunes. "STUDY OF EFFECTIVE SHEAR MODULUS ON FLEXIBLE COMPOSITES UNDER SIMPLE SHEAR." In 25th International Congress of Mechanical Engineering. ABCM, 2019. http://dx.doi.org/10.26678/abcm.cobem2019.cob2019-0561.
Full textWeaver, John B., Timothy B. Miller, Marvin D. Doyley, Huifang Wang, Phillip R. Perrinez, Yvonne Y. Cheung, Francis E. Kennedy, and Keith D. Paulsen. "Reproducibility of MRE shear modulus estimates." In Medical Imaging, edited by Armando Manduca and Xiaoping P. Hu. SPIE, 2007. http://dx.doi.org/10.1117/12.713772.
Full textHan, De‐hua, and Michael Batzle. "Estimate shear velocity based on dry P‐wave and shear modulus relationship." In SEG Technical Program Expanded Abstracts 2004. Society of Exploration Geophysicists, 2004. http://dx.doi.org/10.1190/1.1845148.
Full textJu, Jaehyung, Joshua D. Summers, John Ziegert, and George Fadel. "Compliant Hexagonal Meso-Structures Having Both High Shear Strength and High Shear Strain." In ASME 2010 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/detc2010-28672.
Full textVillacreses, Juan, and Bernardo Caicedo. "A comparison between Shear Modulus Degradation Curves." In The 5th World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2020. http://dx.doi.org/10.11159/icgre20.131.
Full textSalavatian, M., and L. V. Smith. "Shear Modulus Degradation in Fiber Reinforced Laminates." In ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-63035.
Full textK. Sinha, Bikash, Badarinadh Vissapragada, Lasse Renlie, and Sveinung Tysse. "Radial profiling of three formation shear moduli." In SEG Technical Program Expanded Abstracts 2005. Society of Exploration Geophysicists, 2005. http://dx.doi.org/10.1190/1.2144343.
Full textReports on the topic "Shear modulu"
Kinikles, Dellena, and 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, December 2022. http://dx.doi.org/10.55461/yunw7668.
Full textAdolf, D., C. Childress, and D. Hannum. Bulk and shear moduli of epoxy encapsulants. Office of Scientific and Technical Information (OSTI), August 1989. http://dx.doi.org/10.2172/5524601.
Full textCanfield, Thomas R. Calculations using density dependent melt temperature and shear modulus with the PTW strength model (u). Office of Scientific and Technical Information (OSTI), September 2011. http://dx.doi.org/10.2172/1078436.
Full textBecker, R. Tantalum Shear Modulus from Homogenization of Single Crystal Data. Office of Scientific and Technical Information (OSTI), September 2007. http://dx.doi.org/10.2172/925669.
Full textSwift, D. Analytic fits to atom-in-jellium shear modulus predictions. Office of Scientific and Technical Information (OSTI), September 2020. http://dx.doi.org/10.2172/1660525.
Full textWright, T. W., and H. Ockendon. A Model For Fully Formed Shear Bands. Fort Belvoir, VA: Defense Technical Information Center, August 1992. http://dx.doi.org/10.21236/ada254713.
Full textPreston, Dean Laverne, Leonid Burakovsky, Sky K. Sjue, and Diane Elizabeth Vaughan. IC W15_thermoelasticity Highlight: Shear modulus and melting curve of Be. Office of Scientific and Technical Information (OSTI), December 2016. http://dx.doi.org/10.2172/1337134.
Full textSpang, M. C., T. B. Casper, and K. I. Thomassen. Model development for transport studies in negative shear modes. Office of Scientific and Technical Information (OSTI), May 1997. http://dx.doi.org/10.2172/598539.
Full textUlitsky, M. A Proper Method for Introducing Shear into Compressible RANS Models. Office of Scientific and Technical Information (OSTI), July 2014. http://dx.doi.org/10.2172/1150036.
Full textChang, Y. W., and R. W. Seidensticker. Dynamic characteristics of Bridgestone low shear modulus-high damping seismic isolation bearings. Office of Scientific and Technical Information (OSTI), June 1993. http://dx.doi.org/10.2172/10181217.
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