Academic literature on the topic 'Jonc de carbone'
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Journal articles on the topic "Jonc de carbone"
Serror, Maéva, Xavier Colin, and Jean-François Larché. "Vieillissement thermique d’un jonc composite carbone/époxy. Analyse de l’endommagement et ses conséquences sur les propriétés mécaniques." Revue des composites et des matériaux avancés 23, no. 1 (April 2013): 51–67. http://dx.doi.org/10.3166/rcma.23.51-67.
Full textAL MAHMOUD, Firas. "Renforcement des structures en béton armé par des joncs de carbone." Revue Européenne de Génie Civil 10, no. 8 (September 2006): 988. http://dx.doi.org/10.1080/17747120.2006.9692869.
Full textNakada, Y., H. Izumiura, T. Onaka, O. Hashimoto, N. Ukita, S. Deguchi, and T. Tanabé. "Detection of Water Maser Emission from a Carbon Star V778 Cygni." International Astronomical Union Colloquium 108 (1988): 53–54. http://dx.doi.org/10.1017/s025292110009343x.
Full textCutajar, M. C., and T. M. Edwards. "Evidence for the Role of Endogenous Carbon Monoxide in Memory Processing." Journal of Cognitive Neuroscience 19, no. 4 (April 2007): 557–62. http://dx.doi.org/10.1162/jocn.2007.19.4.557.
Full textNagalakshmi, P. S. S., and N. Vijaya. "Three Dimensional Boger Nanofluid Flow Explored with Carbon Nanotubes Over a Riga Plate." Journal of Nanofluids 9, no. 2 (June 1, 2020): 114–20. http://dx.doi.org/10.1166/jon.2020.1736.
Full textHong, Haiping, Calvin Hong Li, and Wenhua Yu. "A Special Issue on Carbon Nanofluids." Journal of Nanofluids 2, no. 1 (March 1, 2013): 1–3. http://dx.doi.org/10.1166/jon.2013.1027.
Full textScheer, H. S., M. Kaiser, and U. Zingg. "Results of directly applied activated carbon cloth in chronic wounds: a preliminary study." Journal of Wound Care 26, no. 8 (August 2, 2017): 476–81. http://dx.doi.org/10.12968/jowc.2017.26.8.476.
Full textYu, Wenhua, David M. France, Elena V. Timofeeva, and Dileep Singh. "Effective Thermal Conductivity Models for Carbon Nanotube-Based Nanofluids." Journal of Nanofluids 2, no. 1 (March 1, 2013): 69–73. http://dx.doi.org/10.1166/jon.2013.1036.
Full textBanerjee, D., A. Jha, and K. K. Chattopadhyay. "Stable Dispersion of Functionalized Amorphous Carbon Nanotubes in Different Liquids." Journal of Nanofluids 1, no. 1 (June 1, 2012): 28–35. http://dx.doi.org/10.1166/jon.2012.1005.
Full textZhao, Dongsheng, Shaohong Wu, Erfu Dai, and Yunhe Yin. "Effect of climate change on soil organic carbon in Inner Mongolia." International Journal of Climatology 35, no. 3 (March 14, 2014): 337–47. http://dx.doi.org/10.1002/joc.3979.
Full textDissertations / Theses on the topic "Jonc de carbone"
Al, Mahmoud Firas. "Technologie de renforcement des poutres en béton armé par l’insertion de joncs de carbone." Toulouse, INSA, 2007. http://www.theses.fr/2007ISAT0031.
Full textThe aim of the experimental program developed in this work is to investigate the possibility of using Carbon Fiber Reinforced Polymer (CFRP) rods to strengthen concrete structural members with the Near Surface Mounted reinforcement (NSM) technique. We study some physical and mechanical proprieties of CFRP rods and their interaction with the concrete. Bonding at the interface between the CFRP rod and the filling material and that between the filling material and the old concrete is studied. The global behavior both of reinforced concrete beams strengthened by NSM technique and subjected to flexure and of cantilever beams is investigated. We make an important parametric study of some variables. The experimental results are compared with the analytical and finite–element calculations of the principal limit states. The failure moments of beams in various failure modes are also compared. Finally, the stiffness of the strengthened beams during loading and unloading cycles is studied by analytical and Finite Element methods. The experimental results indicate that strengthening concrete structural members with the Near Surface Mounted reinforcement technique gives very satisfactory results
Lavrinovič, Ana. "Nejoninės paviršinio aktyvumo medžiagos (Pam) ir vario (II) jonų sorbcija aktyvintąja anglimi." Master's thesis, Lithuanian Academic Libraries Network (LABT), 2006. http://vddb.library.lt/obj/LT-eLABa-0001:E.02~2006~D_20060613_173729-95279.
Full textLuther-Mosebach, Jona [Verfasser], and Annette [Akademischer Betreuer] Eschenbach. "Soil carbon stocks and dynamics in soils of the Okavango catchment / Jona Luther-Mosebach ; Betreuer: Annette Eschenbach." Hamburg : Staats- und Universitätsbibliothek Hamburg, 2018. http://d-nb.info/1151076511/34.
Full textAlmassri, Belal. "Réparation ou renforcement des poutres en béton armé corrodées ou non par l'insertion de joncs de carbone dans la surface du béton (NSM technique) : étude expérimentale et modélisation par éléments finis." Thesis, Toulouse, INSA, 2015. http://www.theses.fr/2015ISAT0009/document.
Full textThe thesis is composed of an experimental and Finite Element Modeling (FEM) study, investigating the effectiveness of the (Near Surface Mounted CFRP rods technique (NSM)) on the corroded RC beams. In the NSM technique, the CFRP rods are placed inside pre-cut grooves and are bonded to the concrete with epoxy adhesive. The thesis studies the failure modes and the mechanical performance of the corroded RC beams due to steel corrosion and finally, the prediction of the mechanical behaviour of the repaired corroded RC beams using nonlinear models based on FE numerical modelling. The corroded RC beams studied here in this study were exposed to natural corrosion for more than 28 years. The first part includes experimental results which were obtained on two beams: (one corroded and one control beams, both are 3 metres long) repaired or strengthened in bending with one 6-mm-diameter NSM CFRP rod. The beams were tested in a three-point bending test up to failure. Overall stiffness was studied. Ultimate capacity, ductility and failure modes were also reviewed. Finally some comparisons were made between repaired and non-repaired beams in order to assess the effectiveness of the NSM technique... The second part discusses the experimental results of two short corroded beams, which were tested under three-point bending until failure, along with two short control beams of the same characteristics (age, length and cross-section). One RC corroded deep beam was repaired in bending and the other one was repaired in both bending and shear with NSM CFRP rods. After the beams had been tested up to failure, the main steel bars and the stirrups were extracted from the beams and the loss of mass was measured and plotted for both the longitudinal and transverse reinforcement. The slip of tensile reinforcement at the end of the beams was also measured during the tests. The effect of corrosion and the effect of repairing with CFRP NSM rods in bending and shear on the behaviour of deep beams are discussed. Experimental results showed that both corroded and control deep beams repaired only in bending failed due to shear failure mode(diagonal tension failure), while corroded and control beams repaired in both bending and shear failed due to concrete crushing. The test results also showed that the corrosion of both longitudinal and transversal reinforcement hardly modified the mechanical response of deep beams... The third part shows experimental results and numerical modelling results of 2D finite element model using the FEMIX computer code were obtained on five, 3-metre-long beams: three corroded RC beams and two control beams. Two beams, one corroded and one control were repaired or strengthened in bending with NSM CFRP rod and were then tested in three-point bending up to failure. The FE numerical modelling results from FEMIX were compatible with the experimental ones except for the repaired corroded beam, for which a three-dimensional model using the commercial software ABAQUS was required... Finally, the last part presents 3D numerical modelling results in terms of load-deflection curves, and failure modes for 4 short corroded beams: two corroded beams and two control beams, half of the beams were let repaired or strengthened in bending only with NSM CFRP rods while the others were repaired or strengthened in both bending and shear with NSM technique. Results showed that the FE model was able to capture the main aspects of the experimental load-deflection curves of the RC beams, moreover it has presented the experimental failure modes and FE numerical modelling crack patterns and both gave similar results for both shear-repaired and non-shear repaired beams, three dimensional crack patterns were produced for shear-repaired beams in order to investigate the splitting cracks occurred at the middle of the beams and near the support
Book chapters on the topic "Jonc de carbone"
Taber, Douglass. "Transition Metal-Mediated Ring Construction: The Yu Synthesis of 1-Desoxyhypnophilin." In Organic Synthesis. Oxford University Press, 2011. http://dx.doi.org/10.1093/oso/9780199764549.003.0075.
Full textTaber, Douglass F. "Metal Mediated C-C Ring Construction:The Nevado Route to (-)- Frondosin A." In Organic Synthesis. Oxford University Press, 2013. http://dx.doi.org/10.1093/oso/9780199965724.003.0076.
Full textTaber, Douglass F. "Functional Group Oxidation and Reduction." In Organic Synthesis. Oxford University Press, 2015. http://dx.doi.org/10.1093/oso/9780190200794.003.0008.
Full textFontani, Marco, Mariagrazia Costa, and Mary Virginia Orna. "The Forerunners of Celtium and Hafnium: Ostranium, Norium, Jargonium, Nigrium, Euxenium, Asium, and Oceanium." In The Lost Elements. Oxford University Press, 2014. http://dx.doi.org/10.1093/oso/9780199383344.003.0012.
Full textTaber, Douglass F. "Metal-Mediated Carbocyclic Construction:The Kobayashi Synthesis of (+)-Fomitellic Acid B." In Organic Synthesis. Oxford University Press, 2013. http://dx.doi.org/10.1093/oso/9780199965724.003.0073.
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