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Статті в журналах з теми "Nano concrete"
Zhang, Mao Hua. "Pore Characteristics of Pavement Concrete with Nano-Particles." Applied Mechanics and Materials 275-277 (January 2013): 2073–76. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.2073.
Повний текст джерелаSánchez, E., J. Bernal, A. Moragues, and N. León. "Propiedades reológicas y mecánicas de un hormigón autocompactante con adición de nano-sílice y micro-sílice." Revista ALCONPAT 6, no. 1 (March 16, 2016): 1–14. http://dx.doi.org/10.21041/ra.v6i1.111.
Повний текст джерелаLv, Zhengyi, Maohua Zhang, and Yanyu Sun. "Research on The Chloride Diffusion Modified Model for Marine Concretes with Nanoparticles under The Action of Multiple Environmental Factors." Journal of Marine Science and Engineering 10, no. 12 (December 1, 2022): 1852. http://dx.doi.org/10.3390/jmse10121852.
Повний текст джерелаJou, Samira Keramat, Asghar Mesbahi, Reza Eghdam Zamiri, and Farshad Seyednejad. "Monte Carlo Calculation of linear attenuation coefficients and photon scattering properties of novel concretes loaded with Osmium, Iridium and Barite nanoparticles." Polish Journal of Medical Physics and Engineering 27, no. 4 (December 1, 2021): 291–98. http://dx.doi.org/10.2478/pjmpe-2021-0034.
Повний текст джерелаZhang, Peng, Qingfu Li, Yuanzhao Chen, Yan Shi, and Yi-Feng Ling. "Durability of Steel Fiber-Reinforced Concrete Containing SiO2 Nano-Particles." Materials 12, no. 13 (July 7, 2019): 2184. http://dx.doi.org/10.3390/ma12132184.
Повний текст джерелаGrzegorczyk-Frańczak, Małgorzata, Danuta Barnat-Hunek, Kalina Materak, and Grzegorz Łagód. "Influence of Water with Oxygen and Ozone Micro-Nano Bubbles on Concrete Physical Properties." Materials 15, no. 22 (November 10, 2022): 7938. http://dx.doi.org/10.3390/ma15227938.
Повний текст джерелаAbdel-Ghaffar, F., U. F. Kandil, and A. A. Abdel-Khalek. "Nano-modified polymer concrete for infrastructure applications." International Journal of Academic Research 6, no. 1 (January 30, 2014): 75–84. http://dx.doi.org/10.7813/2075-4124.2014/6-1/a.10.
Повний текст джерелаStel’makh, Sergey A., Evgenii M. Shcherban’, Alexey Beskopylny, Levon R. Mailyan, Besarion Meskhi, Nikita Beskopylny, and Yuriy Zherebtsov. "Development of High-Tech Self-Compacting Concrete Mixtures Based on Nano-Modifiers of Various Types." Materials 15, no. 8 (April 8, 2022): 2739. http://dx.doi.org/10.3390/ma15082739.
Повний текст джерелаBahadori, Hadi, and Payam Hosseini. "REDUCTION OF CEMENT CONSUMPTION BY THE AID OF SILICA NANO-PARTICLES (INVESTIGATION ON CONCRETE PROPERTIES)." Journal of Civil Engineering and Management 18, no. 3 (June 29, 2012): 416–25. http://dx.doi.org/10.3846/13923730.2012.698912.
Повний текст джерелаPoudyal, Lochana, Kushal Adhikari, and Moon Won. "Nano Calcium Carbonate (CaCO3) as a Reliable, Durable, and Environment-Friendly Alternative to Diminishing Fly Ash." Materials 14, no. 13 (July 2, 2021): 3729. http://dx.doi.org/10.3390/ma14133729.
Повний текст джерелаДисертації з теми "Nano concrete"
Smolikov, A. V., V. I. Pavlenko, V. M. Beresnev, D. A. Kolesnikov, and A. S. Solokcha. "Super Heavy Nano Reinforcing Concrete." Thesis, Sumy State University, 2012. http://essuir.sumdu.edu.ua/handle/123456789/35224.
Повний текст джерелаWang, X., Q. Zheng, S. Dong, Ashraf F. Ashour, and B. Han. "Interfacial characteristics of nano-engineered concrete composites." Elsevier, 2020. http://hdl.handle.net/10454/17954.
Повний текст джерелаThis study investigates the interfacial characteristics between aggregates and cement paste matrix in nanofillers modified concrete. A three-point bend test on the specimens composed of two pieces of aggregates bonded with a thin layer of cement pastes with/without nanofillers was carried out to characterize the interfacial bond strength of the composites. The scanning electron microscope observations and energy dispersive x-ray spectrometry analysis were also performed to characterize the interfacial microstructures and compositions of the composites. The experimental results indicated that the nanocomposites have higher interfacial bond strength and narrower interfacial transition zone thickness as well as more optimized intrinsic compositions and microstructures than that of composites without nanofillers. Specifically, the interfacial bond strength of nanocomposites can reach 7.67 MPa, which is 3.03 MPa/65.3% higher than that of composites without nanofillers. The interfacial transition zone thickness of nanocomposites ranges from 9 μm to 12 μm, while that of composites without nanofillers is about 18 μm. The ratio of CaO to SiO2 in the interface of composites without nanofillers is 0.69, and that of nanocomposites increases to 0.75–1.12. Meanwhile, the nanofiller content in nanocomposite interface is 1.65–1.98 times more than that in the bulk matrix. The interfacial microstructures of nanocomposites are more compact and the content and crystal size of calcium hydroxide were significantly reduced compared with that of composites without nanofillers.
The National Science Foundation of China (51978127 and 51908103), and the China Postdoctoral Science Foundation (2019M651116).
Faghih, Faezeh. "Structural performance of nano concrete-steel sandwich wall." Thesis, City, University of London, 2018. http://openaccess.city.ac.uk/19774/.
Повний текст джерелаWang, X., S. Dong, Ashraf F. Ashour, S. Ding, and B. Han. "Bond behaviors between nano-engineered concrete and steel bars." Elsevier, 2021. http://hdl.handle.net/10454/18564.
Повний текст джерелаThis paper investigated the bond characteristics between eight types of nanofillers modified reactive powder concrete (RPC) and plain steel bars, aiming to explore the modifying mechanisms and establish a bond-slip relationship model for nanofillers modified RPC and steel bar interface. The experimental results indicated that the incorporation of nanofillers can increase the bond strength and reduce the slip between RPC and plain steel bars. It was shown that a 2.15 MPa/20.5% of absolute/relative increase in cracking bond strength, a 1.25 MPa/10.3% of absolute/relative increase in ultimate bond strength, a 2.35 MPa/22.4% of absolute/relative increase in residual bond strength, a 0.592 mm/56.5% of absolute/relative reduction in ultimate bond slip, and a 1.779 mm/52.1% of absolute/relative reduction in residual bond slip were the best achieved due to the addition of various nanofillers. The enhancement of nanofillers on RPC-steel bar interface has been mainly attributed to RPC microstructure improvement, optimization of intrinsic compositions, and elimination of defects in the interface, especially the underside near steel bar, due to the nano-core effect of nanofillers enriched in the interface. In addition, the bond-slip relationship of nanofillers modified RPC-steel bar interface can be accurately described by the proposed model considering an initial branch.
The authors would like to thank the funding offered by the National Science Foundation of China (51978127 and 51908103), and the Fundamental Research Funds for the Central Universities (DUT21RC(3)039).
The full-text of this article will be released for public view at the end of the publisher embargo on 22 Jul 2022.
Alrumaih, Mohammed Aulwai. "Investigation of the Effect of Nano SiO2 on Porosity." University of Dayton / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=dayton155744355992274.
Повний текст джерелаEl-Khoja, Amal M. N. "Mechanical, thermal and acoustic properties of rubberised concrete incorporating nano silica." Thesis, University of Bradford, 2019. http://hdl.handle.net/10454/18351.
Повний текст джерелаLibyan Ministry of Higher Education
Salguero, C., C. Salguero, L. Castaneda, J. Rodríguez, and E. Carrera. "Eco-Concrete for Hydraulic Structures with Addition of Colloidal Nano-Silica." Institute of Physics Publishing, 2020. http://hdl.handle.net/10757/651739.
Повний текст джерелаAlshammari, Saleh Majed. "The Effect of Nano Silica on Porosity and Strength." University of Dayton / OhioLINK, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1544644895468858.
Повний текст джерелаAlhawat, Musab M. "Bond Performance between Corroded Steel and Recycled Aggregate Concrete Incorporating Nano Silica." Thesis, University of Bradford, 2020. http://hdl.handle.net/10454/18430.
Повний текст джерелаHigher Education Institute in the Libyan Government MONE BROS Company in Leeds (UK) for providing recycled aggregates BASF and Akzonobel Companies for providing nano silica NS, Hanson Ltd, UK, for suppling cement
Abu, Bakar Asif. "Effects of Nano Silica and Basalt Fibers on Fly Ash Based Geopolymer Concrete." Thesis, North Dakota State University, 2018. https://hdl.handle.net/10365/31729.
Повний текст джерелаКниги з теми "Nano concrete"
S, Ransing R., ed. Fluid properties at nano/Meso scale: A numerical treatment. Chichester, West Sussex: John Wiley & Sons, 2008.
Знайти повний текст джерелаTRANSCON, 07 (2007 Essen Germany). Transport in concrete: Nano- to macrostructure : TRANSCON 07 : proceedings of 5th international Essen workshop, University of Duisburg-Essen, June 2007. Freiburg: Aedificatio Publishers, 2007.
Знайти повний текст джерелаBellandi, Marco, and Alberto Magnaghi, eds. La coscienza di luogo nel recente pensiero di Giacomo Becattini. Florence: Firenze University Press, 2017. http://dx.doi.org/10.36253/978-88-6453-462-6.
Повний текст джерелаBuchanan, Allen. Reforming the Law of Humanitarian Intervention. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190878436.003.0007.
Повний текст джерелаPark, Ian. The Right to Life in Armed Conflict. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198821380.001.0001.
Повний текст джерелаЧастини книг з теми "Nano concrete"
Yoda, Minami, Jean-Luc Garden, Olivier Bourgeois, Aeraj Haque, Aloke Kumar, Hans Deyhle, Simone Hieber, et al. "Nano-Concrete." In Encyclopedia of Nanotechnology, 1513. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-90-481-9751-4_100488.
Повний текст джерелаYoda, Minami, Jean-Luc Garden, Olivier Bourgeois, Aeraj Haque, Aloke Kumar, Hans Deyhle, Simone Hieber, et al. "Nano-engineered Concrete." In Encyclopedia of Nanotechnology, 1530–38. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-90-481-9751-4_214.
Повний текст джерелаSchoepfer, Joan, and Arup Maji. "Nano-Macro Correlation of Nano-Silica Concrete." In Conference Proceedings of the Society for Experimental Mechanics Series, 367–70. New York, NY: Springer New York, 2012. http://dx.doi.org/10.1007/978-1-4614-4226-4_43.
Повний текст джерелаZoz, Henning, Reinhard Trettin, Birgit Funk, and Deniz Yigit. "Nanostructured Cement and Concrete." In The Nano-Micro Interface, 551–66. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2015. http://dx.doi.org/10.1002/9783527679195.ch26.
Повний текст джерелаVaghela, Ajaysinh R., and Gaurang R. Vesmawala. "Mechanical Properties of Nano Concrete." In Advances in Structural Integrity, 137–45. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-7197-3_12.
Повний текст джерелаMuzenski, Scott W., Ismael Flores-Vivian, Marina I. Kozhukhova, Sunil Rao, Michael Nosonovsky, and Konstantin Sobolev. "Nano-engineered Superhydrophobic and Overhydrophobic Concrete." In Nanotechnology in Construction, 443–49. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-17088-6_58.
Повний текст джерелаSong, Xian Hui, Li Xia Zheng, and Zhuo Qiu Li. "Temperature Compensation in Deformation Testing for Smart Concrete Structures." In Experimental Mechanics in Nano and Biotechnology, 1503–6. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-415-4.1503.
Повний текст джерелаZhang, Qing Ming, Zhong Ming Gu, Li Chen, Xiao Ying Wang, and Shi Sheng Hu. "Experimental Study on Dynamic Compression of Nylon Reinforced Concrete." In Experimental Mechanics in Nano and Biotechnology, 1581–84. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-415-4.1581.
Повний текст джерелаNing, Jian Guo, and Fang Jiang. "Experimental Study of Reinforced Concrete Subjected to Shock Loading." In Experimental Mechanics in Nano and Biotechnology, 1633–36. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-415-4.1633.
Повний текст джерелаLin, Gao, and Dong Ming Yan. "Strain-Rate Sensitivity of Concrete: Influence of Moisture Content." In Experimental Mechanics in Nano and Biotechnology, 1661–64. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-415-4.1661.
Повний текст джерелаТези доповідей конференцій з теми "Nano concrete"
Muhodir, Sabih. "An Experimental Study On Concrete Containing Nano And/Or Micro Silica." In INTERNATIONAL CONFERENCE ON ARCHITECTURAL AND CIVIL ENGINEERING 2020. Cihan University-Erbil, 2021. http://dx.doi.org/10.24086/aces2020/paper.140.
Повний текст джерелаGotzamanis, Anastasios, Spyridoula Farmaki, Theofilos Tsimpoukas, Alexandros Konstantinidis, Panagiota Aikaterini Dalla, Dimitrios A. Exarchos, Constantine Galiotis, Konstantinos Dassios, and Theodore Matikas. "Advanced nano-reinforced concrete for exotic applications." In NDE 4.0, Predictive Maintenance, and Communication and Energy Systems in a Globally Networked World, edited by Norbert G. Meyendorf, Christopher Niezrecki, and Saman Farhangdoust. SPIE, 2022. http://dx.doi.org/10.1117/12.2614991.
Повний текст джерелаDavie, C. T., and E. Masoero. "Modelling Damage from the Nano-Scale Up." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.074.
Повний текст джерелаCho, S. "Mechanical evaluation of 3D printable nano-silica incorporated fibre-reinforced lightweight foam concrete." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.232696.
Повний текст джерелаSchlangen, E., M. Lukovic, B. Šavija, and O. Copuroglu. "Nano-Indentation Testing and Modelling of Cement Paste." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.122.
Повний текст джерелаMaohua Zhang. "Strength properties of pavement concrete containing nano-particles." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5774419.
Повний текст джерелаThanmanaselvi, M., and V. Ramasamy. "Assessment of mechanical properties of nano modified concrete." In 2ND INTERNATIONAL CONFERENCE ON ADVANCED MATERIALS BEHAVIOUR AND CHARACTERIZATION: ICAMBC_2021. AIP Publishing, 2021. http://dx.doi.org/10.1063/5.0072654.
Повний текст джерелаLan, C., H. Li, and Y. Ju. "Ductility of high strength concrete containing nano-particles." In Second International Conference on Smart Materials and Nanotechnology in Engineering, edited by Jinsong Leng, Anand K. Asundi, and Wolfgang Ecke. SPIE, 2009. http://dx.doi.org/10.1117/12.840823.
Повний текст джерелаShen, Weiguo, Mingkai Zhou, and Jin Zha. "Nano Particle Modified Bonding Agent for Concrete Repair." In First International Conference on Transportation Engineering. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40932(246)677.
Повний текст джерелаShen, Weigo, Hua Shi, Zhonghe Shui, Guiming Wang, and Wengsheng Zhang. "Investigation on nano-modified phostocatalytic ultra-smooth concrete." In 3RD INTERNATIONAL ADVANCES IN APPLIED PHYSICS AND MATERIALS SCIENCE CONGRESS. AIP, 2013. http://dx.doi.org/10.1063/1.4849311.
Повний текст джерелаЗвіти організацій з теми "Nano concrete"
Sanchez, Florence, David Kosson, Kevin Brown, Rossane Delapp, Rich Teising, Raquel Gonzalez, Janelle Lewis, et al. Development of Nano-Modified Concrete for Next Generation of Storage Systems. Office of Scientific and Technical Information (OSTI), September 2018. http://dx.doi.org/10.2172/1469196.
Повний текст джерелаDeichert, Geoffrey G., Kory D. Linton, Kurt A. Terrani, Aaron P. Selby, and Yonathan Reches. Vanderbilt University Gamma Irradiation of Nano-modified Concrete (2017 Milestone Report). Office of Scientific and Technical Information (OSTI), August 2017. http://dx.doi.org/10.2172/1399942.
Повний текст джерелаHuang, Cihang, Yen-Fang Su, and Na Lu. Self-Healing Cementitious Composites (SHCC) with Ultrahigh Ductility for Pavement and Bridge Construction. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317403.
Повний текст джерелаBaral, Aniruddha, Jeffery Roesler, and Junryu Fu. Early-age Properties of High-volume Fly Ash Concrete Mixes for Pavement: Volume 2. Illinois Center for Transportation, September 2021. http://dx.doi.org/10.36501/0197-9191/21-031.
Повний текст джерела