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Artykuły w czasopismach na temat "Octahedral shear stress model"
Cheng, Wangquan (Winston), i Herbert S. Cheng. "Semi-Analytical Modeling of Crack Initiation Dominant Contact Fatigue Life for Roller Bearings". Journal of Tribology 119, nr 2 (1.04.1997): 233–40. http://dx.doi.org/10.1115/1.2833163.
Pełny tekst źródłaCarcione, J. M., F. Poletto, B. Farina i A. Craglietto. "Simulation of seismic waves at the Earth crust (brittle-ductile transition) based on the Burgers model". Solid Earth Discussions 6, nr 1 (11.06.2014): 1371–400. http://dx.doi.org/10.5194/sed-6-1371-2014.
Pełny tekst źródłaCarcione, J. M., F. Poletto, B. Farina i A. Craglietto. "Simulation of seismic waves at the earth's crust (brittle–ductile transition) based on the Burgers model". Solid Earth 5, nr 2 (25.09.2014): 1001–10. http://dx.doi.org/10.5194/se-5-1001-2014.
Pełny tekst źródłaIvanova, Olga, Irina Kireeva i Yuri Chumlyakov. "Modeling of Orientation Dependence of Critical Resolved Shear Stress and Deformation Mechanisms on Yield Point of Austenitic Stainless Steels Hardened by Interstitial and Substitution Atoms". Advanced Materials Research 1013 (październik 2014): 264–71. http://dx.doi.org/10.4028/www.scientific.net/amr.1013.264.
Pełny tekst źródłaMousavi, S. Hamed, Mohammed A. Gabr i Roy H. Borden. "Subgrade resilient modulus prediction using light-weight deflectometer data". Canadian Geotechnical Journal 54, nr 3 (marzec 2017): 304–12. http://dx.doi.org/10.1139/cgj-2016-0062.
Pełny tekst źródłaQian, Junfeng, Yongsheng Yao, Jue Li, Hongbin Xiao i Shenping Luo. "Resilient Properties of Soil-Rock Mixture Materials: Preliminary Investigation of the Effect of Composition and Structure". Materials 13, nr 7 (3.04.2020): 1658. http://dx.doi.org/10.3390/ma13071658.
Pełny tekst źródłaTamošiūnas, Tadas, i Šarūnas Skuodis. "Predictive Stress Modeling of Resilient Modulus in Sandy Subgrade Soils". Infrastructures 8, nr 2 (8.02.2023): 29. http://dx.doi.org/10.3390/infrastructures8020029.
Pełny tekst źródłaZhang, Yongping, Shuai Peng, Xiaoqing Du, Zhenpeng Yu, Jie Wu, Xinghua Xie i Yanli Hu. "Experimental Study and Theoretical Analysis on the Compression–Shear Multiaxial Mechanical Properties of Recycled Concrete". Materials 15, nr 14 (10.07.2022): 4810. http://dx.doi.org/10.3390/ma15144810.
Pełny tekst źródłaKOLCHUNOV, VL I. "DEFORMATION MODEL OF REINFORCED CONCRETE STRUCTURES' RESISTANCE - FROM DISLOCATIONS TO CRACKS". Building and reconstruction 104, nr 6 (2022): 22–39. http://dx.doi.org/10.33979/2073-7416-2022-104-6-22-39.
Pełny tekst źródłaKOLCHUNOV, VL I. "THE PHYSICAL ESSENCE OF CONCRETE AND REINFORCED CONCRETE RESISTANCE FROM DISLOCATIONS TO CRACKS". Building and reconstruction 102, nr 4 (2022): 15–33. http://dx.doi.org/10.33979/2073-7416-2022-102-4-15-33.
Pełny tekst źródłaRozprawy doktorskie na temat "Octahedral shear stress model"
Zhang, Xuesong, i n/a. "Punching Shear Failure Analysis of Reinforced Concrete Flat Plates Using Simplified Ust Failure Criterion". Griffith University. School of Engineering, 2003. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20051104.153239.
Pełny tekst źródłaZhang, Xuesong. "Punching Shear Failure Analysis of Reinforced Concrete Flat Plates Using Simplified Ust Failure Criterion". Thesis, Griffith University, 2003. http://hdl.handle.net/10072/365777.
Pełny tekst źródłaThesis (Masters)
Master of Philosophy (MPhil)
School of Engineering
Full Text
Yadav, Priti. "Multiscale Modelling of Proximal Femur Growth : Importance of Geometry and Influence of Load". Doctoral thesis, KTH, Strukturmekanik, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-209149.
Pełny tekst źródłaQC 20170616
Rouleau, Léonie. "Endothelial cell response to shear stress in an asymmetric stenosis model". Thesis, McGill University, 2006. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=99535.
Pełny tekst źródłaTucker, Russell P. "Validating a new in vitro model for dynamic fluid shear stress mechanobiology". Thesis, University of Oxford, 2013. http://ora.ox.ac.uk/objects/uuid:0ea8b159-5cb6-4bf0-9a60-4c580824016a.
Pełny tekst źródłaWillett, Nick J. "Redox signaling in an in vivo flow model of low magnitude oscillatory wall shear stress". Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/33917.
Pełny tekst źródłaVorobtsova, Natalya. "Computational model of coronary tortuosity". Thesis, Virginia Tech, 2015. http://hdl.handle.net/10919/51267.
Pełny tekst źródłaMaster of Science
Miller, Leigh Ann. "Wall shear stress distribution and the effects of branch angle on a human coronary artery model". Thesis, Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/16088.
Pełny tekst źródłaEmmott, Alexander. "The effect of wall shear stress in a novel endothelial tissue culture model of arterial curvature". Thesis, McGill University, 2012. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=107873.
Pełny tekst źródłaIl existe une hypothèse spéculant que les variations locales des forces hémodynamiques, particulièrement la contrainte de cisaillement à la paroi (CCP), mènent à un dérèglement important des cellules endothéliales (CEs) causant un environnement pro-inflammatoire. Les observations cliniques d'athérosclérose ont été documentées principalement dans: les bifurcations artérielles, les points de branchement et à la courbure artérielle. Des expériences in vivo et in vitro ont démontré que la CCP peut engendrer une cascade d'interactions biochimiques qui finissent par activer la voie inflammatoire. Les changements fonctionnels incluent : une expression modifiée des molécules d'adhésion inter-vasculaires et-cellulaire (ICAM-1 et VCAM-1, respectivement) de la surface luminale de l'endothélium. Ce changement de phénotype peuvent aider à identifier les premières phases du développement d'une lésion en facilitant l'adhérence des leucocytes en circulation dans le sang.Nous avons créé un modèle tridimensionnel de culture cellulaire en utilisant le nombre adimensionnel de Dean pour modéliser l'hémodynamique physiologique dans une artère courbée (De = 104). La CCP au sein de notre modèle de culture cellulaire est définie par les murs intérieurs et extérieurs en utilisant une méthode de dynamique des fluides computationnelle. Les CEs cultivées dans le modèle sont soumis à des expériences de perfusion pour une durée de 24h et à une CCP a l'entrée de 10 dynes/cm2. Les changements régionaux dans le phénotype des CEs sont évaluées en utilisant des indices de morphologie cellulaire (indice de forme par exemple), l'expression de certaines protéines et l'attachement des leucocytes circulants. L'indice de forme suggère que les CEs tapissant la paroi interne de notre modèle courbé présentent un phénotype atheroprone important par rapport à ceux vus tapissant le mur extérieur observée dans l'ensemble de la courbe de 180°. De même, la distribution des leucocytes favorise le mur interne du modèle de culture cellulaire entre 0°-90°. Cependant, l'analyse Western Blot montre une réduction de 54% en concentration de protéine endothéliale ICAM-1 dans la courbe relative au contrôle interne de droites. Cette étude démontre que le flux à travers un vaisseau courbé donne des résultats avec d'importantes variations locales dans le phénotype des CEs et préférentielles d'adhérence des leucocytes in vitro, donnant un aperçu futur sur le rôle de l'hémodynamique local dans les premiers stades de l'athérosclérose.
Wang, Taige. "Mathematical Analysis on the PEC model for Thixotropic Fluids". Diss., Virginia Tech, 2016. http://hdl.handle.net/10919/70907.
Pełny tekst źródłaPh. D.
Książki na temat "Octahedral shear stress model"
Sarkar, Sarben. Application of a Reynolds stress turbulence model to the compressible shear layer. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1990.
Znajdź pełny tekst źródłaSarkar, Sutanu. Application of a Reynolds stress turbulence model to the compressible shear layer. Hampton, Va: Institute for Computer Applications in Science and Engineering, 1990.
Znajdź pełny tekst źródłaNational Aeronautics and Space Administration (NASA) Staff. Recalibration of the Shear Stress Transport Model to Improve Calculation of Shock Separated Flows. Independently Published, 2019.
Znajdź pełny tekst źródłaB, Gatski T., Speziale C. G. 1948- i Institute for Computer Applications in Science and Engineering., red. On the prediction of free turbulent jets with swirl using a quadratic pressure-strain model. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, Institute for Computer Applications in Science and Engineering, 1994.
Znajdź pełny tekst źródłaB, Gatski T., Speziale C. G. 1948- i Institute for Computer Applications in Science and Engineering., red. On the prediction of free turbulent jets with swirl using a quadratic pressure-strain model. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, Institute for Computer Applications in Science and Engineering, 1994.
Znajdź pełny tekst źródłaPankaj, Goel, i United States. National Aeronautics and Space Administration, red. Third-moment closure of turbulence for predictions of separating and reattaching shear flows: Final report on "A study of Reynolds-Stress Closure Model". [Washington, D.C.]: National Aeronautics and Space Administration, 1986.
Znajdź pełny tekst źródłaPankaj, Goel, i United States. National Aeronautics and Space Administration, red. Third-moment closure of turbulence for predictions of separating and reattaching shear flows: Final report on "A study of Reynolds-Stress Closure Model". [Washington, D.C.]: National Aeronautics and Space Administration, 1986.
Znajdź pełny tekst źródłaNew Hypothesis on the Anisotropic Reynolds Stress Tensor for Turbulent Flows : Volume II: Practical Implementation and Applications of an Anisotropic Hybrid K-Omega Shear-Stress Transport/Stochastic Turbulence Model. Springer International Publishing AG, 2020.
Znajdź pełny tekst źródłaKönözsy, László. New Hypothesis on the Anisotropic Reynolds Stress Tensor for Turbulent Flows : Volume II: Practical Implementation and Applications of an Anisotropic Hybrid K-Omega Shear-Stress Transport/Stochastic Turbulence Model. Springer International Publishing AG, 2021.
Znajdź pełny tekst źródłaCates, M. Complex fluids: the physics of emulsions. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198789352.003.0010.
Pełny tekst źródłaCzęści książek na temat "Octahedral shear stress model"
Janicka, J., i W. Kollmann. "Reynolds-Stress Closure Model for Conditional Variables". W Turbulent Shear Flows 4, 73–86. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-642-69996-2_6.
Pełny tekst źródłaLu, Yingfa, i Kai Cui. "Shear–Stress Constitutive Model and Its Parameter Calibration". W Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours, 42–54. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0125-4_5.
Pełny tekst źródłaWei, Wang, Lu Tinghao i Ji Litong. "Study on Shear Stress-Strain Model for Unsaturated Soil". W Thermo-Hydromechanical and Chemical Coupling in Geomaterials and Applications, 85–92. Hoboken, NJ, USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118623565.ch6.
Pełny tekst źródłaJia, Zhe, Lei Mu, Ben Guan i Yong Zang. "An Extended Ductile Fracture Prediction Model Considering Hydrostatic Stress and Maximum Shear Stress". W Forming the Future, 1595–603. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-75381-8_133.
Pełny tekst źródłaKönözsy, László. "The k- $$\omega $$ ω Shear-Stress Transport (SST) Turbulence Model". W A New Hypothesis on the Anisotropic Reynolds Stress Tensor for Turbulent Flows, 57–66. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-13543-0_3.
Pełny tekst źródłaWang, Wei, Ting Hao Lu i Bin Xiang Sun. "Mathematical Model for Shear Stress-Strain Relationship of Soil-Concrete Interface during Shear Fracture Process". W Advances in Fracture and Damage Mechanics VI, 881–84. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-448-0.881.
Pełny tekst źródłaBahiuddin, Irfan, Abdul Yasser Abd Fatah, Saiful Amri Mazlan, Fitrian Imaduddin, Mohd Hatta Mohammed Ariff, Dewi Utami i Nurhazimah Nazmi. "Extreme Learning Machine Based-Shear Stress Model of Magnetorheological Fluid for a Valve Design". W Proceedings of the 6th International Conference and Exhibition on Sustainable Energy and Advanced Materials, 275–84. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4481-1_27.
Pełny tekst źródłaTeymur, B., i S. P. G. Madabhushi. "Shear Stress-Strain Analysis of Sand in ESB Model Container by Harmonic Wavelet Techniques". W Physical Modelling in Geotechnics, 201–6. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203743362-36.
Pełny tekst źródłaRadhakrishnan, Sarath, Lawrence Adu Gyamfi, Arnau Miró, Bernat Font, Joan Calafell i Oriol Lehmkuhl. "A Data-Driven Wall-Shear Stress Model for LES Using Gradient Boosted Decision Trees". W Lecture Notes in Computer Science, 105–21. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-90539-2_7.
Pełny tekst źródłaNoor, Mohd Jamaludin. "Anisotropic and elastic–plastic rock deformation model for accurate prediction of intact rock stress–strain response". W Soil Settlement and the Concept of Effective Stress and Shear Strength Interaction, 197–232. First edition. | Boca Raton : CRC Press, 2020.: CRC Press, 2020. http://dx.doi.org/10.1201/9781003121503-6.
Pełny tekst źródłaStreszczenia konferencji na temat "Octahedral shear stress model"
Ellyin, F., Y. Hu i Z. Xia. "Multiaxial Behavior and Viscoelastic Constitutive Modeling of Epoxy Polymers". W ASME 2000 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/imece2000-1192.
Pełny tekst źródłaTelesman, Jack, i Louis J. Ghosn. "Fatigue Crack Growth Behavior of PWA 1484 Single Crystal Superalloy at Elevated Temperatures". W ASME 1995 International Gas Turbine and Aeroengine Congress and Exposition. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/95-gt-452.
Pełny tekst źródłaSiddiqui, Shadab, Nagaraj K. Arakere i Fereshteh Ebrahimi. "Effect of Temperature and Crystal Orientation on the Plasticity (SLIP) Evolution in Single Crystal Nickel Base Superalloy Notched Specimens". W ASME Turbo Expo 2007: Power for Land, Sea, and Air. ASMEDC, 2007. http://dx.doi.org/10.1115/gt2007-27095.
Pełny tekst źródłaArakere, Nagaraj K., Erik C. Knudsen, Gregory R. Swanson, Gregory Duke i Gilda Ham-Battista. "Subsurface Stress Fields in FCC Single Crystal Anisotropic Contacts". W ASME Turbo Expo 2004: Power for Land, Sea, and Air. ASMEDC, 2004. http://dx.doi.org/10.1115/gt2004-53913.
Pełny tekst źródłaArakere, Nagaraj K., i Gregory Swanson. "Effect of Crystal Orientation on Fatigue Failure of Single Crystal Nickel Base Turbine Blade Superalloys". W ASME Turbo Expo 2000: Power for Land, Sea, and Air. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/2000-gt-0334.
Pełny tekst źródłaBARTON, J., R. RUBINSTEIN i K. KIRTLEY. "Nonlinear Reynolds stress model for turbulent shear flows". W 29th Aerospace Sciences Meeting. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1991. http://dx.doi.org/10.2514/6.1991-609.
Pełny tekst źródłaGomez, Carlos, i Sharath Girimaji. "Algebraic Reynolds Stress Model (ARSM) for Compressible Shear Flows". W 41st AIAA Fluid Dynamics Conference and Exhibit. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2011. http://dx.doi.org/10.2514/6.2011-3572.
Pełny tekst źródłaChen, Gao-Feng, Chen Deng-Hong, Shen-Wei Huang i Ying-Fa Lu. "Study on Shear Strength Tests and Uniformed Constitutive Model of Shear Stress-Shear Displacement for Unsaturated Soils". W GeoHunan International Conference 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/47633(412)11.
Pełny tekst źródłaWang, Wei, i Tinghao Lu. "Mathematical Model for Shear Stress-strain Relationship of Unsaturated Soil". W 2008 International Workshop on Modelling, Simulation and Optimization. IEEE, 2008. http://dx.doi.org/10.1109/wmso.2008.104.
Pełny tekst źródłaBalasubramanian, Ravishankar, Sean Barrows i Jen Chen. "Investigation of Shear-Stress Transport Turbulence Model for Turbomachinery Applications". W 46th AIAA Aerospace Sciences Meeting and Exhibit. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2008. http://dx.doi.org/10.2514/6.2008-566.
Pełny tekst źródłaRaporty organizacyjne na temat "Octahedral shear stress model"
Kinikles, Dellena, i 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, grudzień 2022. http://dx.doi.org/10.55461/yunw7668.
Pełny tekst źródłaPullammanappallil, Pratap, Haim Kalman i Jennifer Curtis. Investigation of particulate flow behavior in a continuous, high solids, leach-bed biogasification system. United States Department of Agriculture, styczeń 2015. http://dx.doi.org/10.32747/2015.7600038.bard.
Pełny tekst źródłaSTRESS RESPONSE AND INITIAL STIFFNESS OF SIDE PLATE CONNECTIONS TO WCFT COLUMNS. The Hong Kong Institute of Steel Construction, wrzesień 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.9.
Pełny tekst źródłaAXIAL COMPRESSION BEHAVIOR OF SQUARE THIN-WALLED CFST COLUMN TO RC BEAM JOINTS. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.288.
Pełny tekst źródłaCALCULATION METHOD OF ULTIMATE LOAD BEARING CAPACITY OF CONCRETE FILLED STEEL TUBULAR LATTICE COLUMNS. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.095.
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