Littérature scientifique sur le sujet « Thermo-mechanical stre »
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Articles de revues sur le sujet "Thermo-mechanical stre"
Casavola, C., L. Lamberti, V. Moramarco, G. Pappalettera et C. Pappalettere. « Experimental Analysis of Thermo-mechanical Behaviour of Electronic Components with Speckle Interferometry ». Strain 49, no 6 (17 octobre 2013) : 497–506. http://dx.doi.org/10.1111/str.12061.
Texte intégralDürkop, Aiko, et Udo Röhr. « Welding Shrinkage and Deflections – A Thermo-Mechanical Computational Model for Spatial Thin-Walled Structures ». Ship Technology Research 53, no 3 (juillet 2006) : 99–114. http://dx.doi.org/10.1179/str.2006.53.3.002.
Texte intégralHamed, Ehab, et Yeoshua Frostig. « Nonlinear thermo-mechanical behaviour of soft core sandwich panels – Creep effects ». Journal of Sandwich Structures & ; Materials 22, no 8 (29 octobre 2018) : 2629–54. http://dx.doi.org/10.1177/1099636218807727.
Texte intégralPérez-Castellanos, J. L., D. S. Montero, C. Vázquez, J. Zahr-Viñuela et M. González. « Photo-Thermo-Mechanical Behaviour Under Quasi-Static Tensile Conditions of a PMMA-Core Optical Fibre ». Strain 52, no 1 (1 octobre 2015) : 3–13. http://dx.doi.org/10.1111/str.12152.
Texte intégralZhuang, Xiaoying, Runqiu Huang, Chao Liang et Timon Rabczuk. « A Coupled Thermo-Hydro-Mechanical Model of Jointed Hard Rock for Compressed Air Energy Storage ». Mathematical Problems in Engineering 2014 (2014) : 1–11. http://dx.doi.org/10.1155/2014/179169.
Texte intégralBassyouni, Mohamed, Shereen M. S. Abdel-Hamid, Mohamed H. Abdel-Aziz et M. Sh Zoromba. « Characterization of Vinyl Ester/Jute Fiber Bio-Composites in the Presence of Multi-Walled Carbon Nanotubes ». Key Engineering Materials 730 (février 2017) : 221–25. http://dx.doi.org/10.4028/www.scientific.net/kem.730.221.
Texte intégralGencel, Osman, Mehrab Nodehi, Gökhan Hekimoğlu, Abid Ustaoğlu, Ahmet Sarı, Gökhan Kaplan, Oguzhan Yavuz Bayraktar, Mucahit Sutcu et Togay Ozbakkaloglu. « Foam Concrete Produced with Recycled Concrete Powder and Phase Change Materials ». Sustainability 14, no 12 (18 juin 2022) : 7458. http://dx.doi.org/10.3390/su14127458.
Texte intégralV. Voronin, Denis, Evgenii Ivanov, Pavel Gushchin, Rawil Fakhrullin et Vladimir Vinokurov. « Clay Composites for Thermal Energy Storage : A Review ». Molecules 25, no 7 (26 mars 2020) : 1504. http://dx.doi.org/10.3390/molecules25071504.
Texte intégralVidal, Rubén, Sebastià Olivella, Maarten W. Saaltink et François Diaz-Maurin. « Heat storage efficiency, ground surface uplift and thermo-hydro-mechanical phenomena for high-temperature aquifer thermal energy storage ». Geothermal Energy 10, no 1 (6 octobre 2022). http://dx.doi.org/10.1186/s40517-022-00233-3.
Texte intégralPourbehi, Mohammad S., et Breda Strasheim. « A SLOT-CUTTING TECHNIQUE FOR REPAIR AND REHABILIATION OF CONCRETE DAMS AFFECTED BY ALKALI-SILICA REACTION ». Proceedings of International Structural Engineering and Construction 7, no 2 (novembre 2020). http://dx.doi.org/10.14455/isec.2020.7(2).str-45.
Texte intégralThèses sur le sujet "Thermo-mechanical stre"
RACCA, ALBERTO. « Turbocharger Design Optimization by Adjoint Method Coupled with CHT Analysis ». Doctoral thesis, Politecnico di Torino, 2021. http://hdl.handle.net/11583/2933754.
Texte intégralLahoori, Mojdeh. « Thermo-hydro-mechanical behavior of an embankment to store thermal energy ». Electronic Thesis or Diss., Université de Lorraine, 2020. http://www.theses.fr/2020LORR0252.
Texte intégralNowadays, thermal energy storage in geostructures like embankments can be possible by installing the horizontal heat exchangers in different layers of compacted soil. In this system, the thermal energy is stored in summer via a fluid, circulating in the heat exchangers, to be extracted in the demand period. When the serviceability of embankment as a medium to store the thermal energy starts, the compacted soil will be subjected to the daily and seasonally temperature variations. These seasonal temperature variations could modify the thermo-hydro-mechanical performance of the compacted soil. Thus, the aim of this study is to investigate the thermal and mechanical performances of a compacted soil when it is subjected to monotonic and cyclic temperature variations. The studied soil is a sandy lean clay that is frequently used in embankment constructions in France. The thermal and mechanical behavior of the soil are investigated at a compaction state corresponding to the optimal thermal properties. However, this compacted soil is unsaturated and the estimation of its thermal properties is complex. In this study, an inverse analytical model is proposed to estimate the thermal properties of the soil using temperature monitoring in the range of 20 to 50 °C in a soil compacted in a large container. The estimated thermal parameters were compared to classical laboratory measurements (transient and steady-state methods). The comparison showed that the estimated values were close to the results obtained in transient laboratory method. Using this method, the thermal efficiency of the compacted soil can be verified in the lifetime of the storage system. To ensure the structure stability, long-term mechanical response of these systems subjected to monotonic and cyclic temperature variations should be investigated. To achieve this aim, using temperature-controlled oedometric and direct shear devices, consolidation and shear parameters of the studied soil at different monotonic (5, 20, and 50 °C) and cyclic (5 to 50 °C) temperatures were investigated. The results of temperature-controlled oedometric tests showed that the effect of the temperature variation is more pronounced under vertical pressures higher than the preconsolidation pressure. The compression and swelling indexes could be considered independent of temperature variations. Therefore, the overall settlement of the embankment due to thermal variation near the heat exchangers could be considered negligible. The results of temperature-controlled direct shear tests showed that the temperature variations (monotonic heating or cooling, or temperature cycles) increased the cohesion which is beneficial for the bearing capacity and slope stability of embankments. These results can be directly used in the design of embankments to store thermal energy exposed to similar thermo-mechanical paths. Finally, the thermal performance of the compacted soil is verified using a numerical simulation considering the soil atmosphere interaction. Different depths installation of heat exchanger loops and different heat storage scenarios were simulated. The results showed that the compacted soil increases 8.5% the systems performance compared to the horizontal loop installation in the local soil. The results of two different scenarios show that an inlet fluid temperature of 50 °C in summer increases highly the system performance (13.7% to 41.4%) while the improvement is less significant (0% to 4.8%) for the ambient inlet temperature. Moreover, a deeper installation of horizontal loops increases the system performance. From the numerical simulation results can be concealed that the embankment is in interaction with the atmosphere from its upper and lateral surfaces, the thermal efficiency of the structure could be affected due to heat losses. Therefore, it is preferable to place the heat exchangers away from the top and side surfaces
Actes de conférences sur le sujet "Thermo-mechanical stre"
Kim, Sang-Woo, Seung-Hun Lee, Jun-Seok Park et Seock-Sam Kim. « Thermo-Mechanical Wear Mechanisms of Ceramic Materials ». Dans ASME/STLE 2007 International Joint Tribology Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/ijtc2007-44145.
Texte intégralKadiric, A., R. S. Sayles et E. Ioannides. « Thermo-Mechanical Effects in Layered Rough Surface Contacts ». Dans STLE/ASME 2006 International Joint Tribology Conference. ASME, 2006. http://dx.doi.org/10.1115/ijtc2006-12335.
Texte intégralLee, Sungae, et Chang-Dong Yeo. « Thermo-Mechanical Contact and Micro-Wear in Head Disk Interface ». Dans ASME/STLE 2011 International Joint Tribology Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/ijtc2011-61059.
Texte intégralLee, Sung-Chang, George W. Tyndall et Mike Suk. « Flying Clearance Distribution With Thermo-Mechanical Actuation of Hard Disk Drive ». Dans STLE/ASME 2008 International Joint Tribology Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ijtc2008-71083.
Texte intégralOwczarek, P., et H. J. M. Geijselaers. « Analysis of Thermo-Mechanical Distortions in Sliding Components : An ALE Approach ». Dans STLE/ASME 2008 International Joint Tribology Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ijtc2008-71167.
Texte intégralEl Ahmar, Walid, Jean-François Jullien, Philippe Gilles et Daniel Nélias. « Effect of Heat Input Modeling on TIG Welding Thermo-Mechanical Fields ». Dans STLE/ASME 2006 International Joint Tribology Conference. ASME, 2006. http://dx.doi.org/10.1115/ijtc2006-12286.
Texte intégralSong, Wenping, Andrey Ovcharenko, Longqiu Li, Guangyu Zhang et Frank E. Talke. « Transient Thermo-Mechanical Plowing Contact Between Rigid Sphere and Elastic-Plastic Sphere ». Dans ASME/STLE 2012 International Joint Tribology Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/ijtc2012-61115.
Texte intégralJandric, Zoran, Wei Peng, James D. Kiely et Yiao-Tee Hsia. « Coupled Thermo-Mechanical Modeling of Head-Disc Interface in Heat Assisted Magnetic Recording ». Dans STLE/ASME 2008 International Joint Tribology Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ijtc2008-71279.
Texte intégralLiu, Yuliang, Jia Lou, David B. Bogy et Guangyu Zhang. « A Thermo-Mechanical Finite Element Analysis of Light Sliding Contact at the Head-Disk Interface ». Dans ASME/STLE 2012 International Joint Tribology Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/ijtc2012-61063.
Texte intégralBoucly, V., et D. Ne´lias. « Proposal of a Method to Predict Grinding Stresses ». Dans STLE/ASME 2008 International Joint Tribology Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ijtc2008-71239.
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