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Статті в журналах з теми "Tensile Reinforcement"
Hollý, Ivan, and Juraj Bilčík. "Effect of Chloride-Induced Steel Corrosion on Working Life of Concrete Structures." Solid State Phenomena 272 (February 2018): 226–31. http://dx.doi.org/10.4028/www.scientific.net/ssp.272.226.
Повний текст джерелаZeng, Ding, Hong Yu Lu, Bao Hong Hao, Hao Zheng Yu, and Yu Mi. "Experimental Study and Mechanism on the Corrosion of Stressed Reinforcement Bars." Key Engineering Materials 837 (April 2020): 109–15. http://dx.doi.org/10.4028/www.scientific.net/kem.837.109.
Повний текст джерелаSeo, Soo Yeon, Seung Joe Yoon, and Sang Koo Kim. "Tensile Capacity of Mechanical Bar Connection Corresponding to Detail of Screw on Bar Surface for Construction." Applied Mechanics and Materials 236-237 (November 2012): 693–96. http://dx.doi.org/10.4028/www.scientific.net/amm.236-237.693.
Повний текст джерелаSalys, Donatas, Gintaris Kaklauskas, and Viktor Gribniak. "MODELLING DEFORMATION BEHAVIOUR OF RC BEAMS ATTRIBUTING TENSION-STIFFENING TO TENSILE REINFORCEMENT." Engineering Structures and Technologies 1, no. 3 (September 30, 2009): 141–47. http://dx.doi.org/10.3846/skt.2009.17.
Повний текст джерелаPalmeira, Ennio, José Melchior Filho, and Ewerton Fonseca. "An evaluation of reinforcement mechanical damages in geosynthetic reinforced piled embankments." Soils and Rocks 45, no. 3 (July 9, 2022): 1–15. http://dx.doi.org/10.28927/sr.2022.000522.
Повний текст джерелаPark, Kyungho, Daehyeon Kim, Jongbeom Park, and Hyunho Na. "The Determination of Pullout Parameters for Sand with a Geogrid." Applied Sciences 11, no. 1 (December 31, 2020): 355. http://dx.doi.org/10.3390/app11010355.
Повний текст джерелаDarwis, Mardis, Rudy Djamaluddin, Rita Irmawaty, and Astiah Amir. "Analisis Pola Kegagalan Balok Sistem Rangka dengan Perkuatan di Daerah Tumpuan." Jurnal Penelitian Enjiniring 24, no. 1 (October 26, 2020): 17–23. http://dx.doi.org/10.25042/jpe.052020.03.
Повний текст джерелаTarrés, Oliver-Ortega, Espinach, Mutjé, Delgado-Aguilar, and Méndez. "Determination of Mean Intrinsic Flexural Strength and Coupling Factor of Natural Fiber Reinforcement in Polylactic Acid Biocomposites." Polymers 11, no. 11 (October 23, 2019): 1736. http://dx.doi.org/10.3390/polym11111736.
Повний текст джерелаVlach, Tomáš, Magdaléna Novotná, Ctislav Fiala, Lenka Laiblová, and Petr Hájek. "Cohesion of Composite Reinforcement Produced from Rovings with High Performance Concrete." Applied Mechanics and Materials 732 (February 2015): 397–402. http://dx.doi.org/10.4028/www.scientific.net/amm.732.397.
Повний текст джерелаARIDIANSYAH, AHMARETA, Nawir Rasidi, and Sitti Safiatus Riskijah. "PERENCANAAN STRUKTUR GEDUNG ATTIC SHOWROOM MALANG." Jurnal JOS-MRK 2, no. 3 (September 20, 2021): 188–94. http://dx.doi.org/10.55404/jos-mrk.2021.02.03.188-194.
Повний текст джерелаДисертації з теми "Tensile Reinforcement"
Demerdash, Magdy Adel. "An experimental study of piled embankments incorporating geosynthetic basal reinforcement." Thesis, University of Newcastle Upon Tyne, 1996. http://hdl.handle.net/10443/309.
Повний текст джерелаNokhasteh, Mohammad-Ali. "Corrosion damaged reinforced concrete beams with debonded tensile span reinforcement." Thesis, University College London (University of London), 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.294542.
Повний текст джерелаOstrofsky, David. "Effects of corrosion on steel reinforcement." [Tampa, Fla.] : University of South Florida, 2007. http://purl.fcla.edu/usf/dc/et/SFE0002258.
Повний текст джерелаBertolla, Luca. "Mechanical Reinforcement of Bioglass®-Based Scaffolds." Doctoral thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2015. http://www.nusl.cz/ntk/nusl-234586.
Повний текст джерелаPeled, Alva, Zvi Cohen, Steffen Janetzko, and Thomas Gries. "Hybrid Fabrics as Cement Matrix Reinforcement." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77694.
Повний текст джерелаDeYoung, Kenneth Lee. "Flexure shear response in fatigue of fiber reinforced concrete beams with FRP tensile reinforcement." Diss., Columbia, Mo. : University of Missouri-Columbia, 2007. http://hdl.handle.net/10355/4894.
Повний текст джерелаThe entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on March 24, 2008) Includes bibliographical references.
Brown, Adrian D. "The use of carbon fibre reinforced cement as tensile reinforcement for concrete structural elements." Thesis, University of Bath, 1987. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.287533.
Повний текст джерелаSuncar, Oscar Ernesto. "Pullout and Tensile Behavior of Crimped Steel Reinforcement for Mechanically Stabilized Earth (MSE) Walls." DigitalCommons@USU, 2010. https://digitalcommons.usu.edu/etd/566.
Повний текст джерелаWęcławski, Bartosz Tomasz. "The potential of bast natural fibres as reinforcement for polymeric composite materials in building applications." Thesis, Brunel University, 2015. http://bura.brunel.ac.uk/handle/2438/11670.
Повний текст джерелаGong, Ting. "Tensile behavior of high-performance cement-based composites with hybrid reinforcement subjected to quasi-static and impact loading." Technische Universität Dresden, 2020. https://tud.qucosa.de/id/qucosa%3A73914.
Повний текст джерелаStrain-hardening cement-based composites (SHCC) and textile-reinforced concrete (TRC) are two novel types of fiber-reinforced cementitious composites that exhibit ductile, strain-hardening tensile behavior. SHCC comprises fine-grained cementitious matrices and short, high-performance polymer fiber, while TRC is a combination of a fine-grained, cementitious matrix and continuous two- or three- dimensional textile layers of multi-filament yarns, usually made of carbon or alkali-resistant glass. Both composites yield high inelastic deformations in a strain-hardening phase due to the successive formation of multiple fine cracks. Such cracking behavior stands for high energy absorption of the composites when exposed to extreme loading, without abrupt loss of load-bearing capacity. In comparative terms, SHCC shows superior strain capacity, while TRC yields considerably higher tensile strength. The addition of short fibers strengthens the matrix by efficiently restraining the micro-cracks’ growth and reducing spallation, while the textile reinforcement ensures a secure confinement of the reinforced concrete element (substrate to be strengthened), as well as a favorable stress distribution. The combination of SHCC and textile reinforcement is expected to deliver high tensile strength and stiffness in the strain-hardening stage along with pronounced multiple cracking. In order to achieve a favorable synergetic effect, a purposeful material design is required based on a clear understanding of the mechanical interactions in the composites. In the framework of the DFG Research Training Group GRK 2250, which aims at enhancing structural impact safety through thin strengthening layers made of high-performance mineral-based composites, this work focuses on developing hybrid fiber-reinforced cementitious materials to be applied on the impact rear side. The development concept builds upon a systematic investigation of various aspects of the mechanical behaviors of SHCC and textile at quasi-static and impact strain rates, including the bond properties of fiber to matrix and textile to matrix. Accordingly, uniaxial quasi-static tension tests were first performed on SHCC, bare textile, and hybrid-reinforced composite specimens. The parameters under investigation were types of short fiber and textile reinforcements, reinforcing the ratio for textile as well as bond properties between textile and the surrounding SHCC. Furthermore, impact tension tests were performed to study the strain rate effect on the synergetic composite response. Finally, single-yarn pull-out tests were carried out under both quasi-static and impact loading rates to supplement the comparative assessment of the hybrid fiber-reinforced composites. These tests yielded shear strength-related parameters for quantifying the bond properties of different materials, which were then used as input of the analytical model developed to describe the mechanics of crack propagation and tension stiffening effect of textile-reinforced composites without short fibers. This model is the first step towards a comprehensive analytical description of the tensile behavior of hybrid fiber-reinforced composites based on the experimental data and input parameters attained through the work at hand.
Книги з теми "Tensile Reinforcement"
Keller, Thomas. Use of fibre reinforced polymers in bridge construction. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.
Повний текст джерелаIn-plane reinforcement and tensile membrane stress effects on punching shear resistance: An experimental and analytical investigation. Ottawa: National Library of Canada, 1990.
Знайти повний текст джерелаZydroń, Tymoteusz. Wpływ systemów korzeniowych wybranych gatunków drzew na przyrost wytrzymałości gruntu na ścinanie. Publishing House of the University of Agriculture in Krakow, 2019. http://dx.doi.org/10.15576/978-83-66602-46-5.
Повний текст джерелаЧастини книг з теми "Tensile Reinforcement"
Colombo, I., M. Colombo, A. Magri, G. Zani, and M. di Prisco. "Tensile Behavior of Textile: Influence of Multilayer Reinforcement." In High Performance Fiber Reinforced Cement Composites 6, 463–70. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_56.
Повний текст джерелаSravanam, Sasanka Mouli, Umashankar Balunaini, and Madhira R. Madhav. "Reinforcement Tensile Forces in Back-to-Back Retaining Walls." In Lecture Notes in Civil Engineering, 173–81. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0368-5_19.
Повний текст джерелаHirakawa, D., M. Nojiri, H. Aizawa, H. Nishikiori, F. Tatsuoka, K. Watanabe, and M. Tateyama. "Effects of the tensile resistance of reinforcement in the backfill on the seismic stability of GRS integral bridge." In New Horizons in Earth Reinforcement, 811–17. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-132.
Повний текст джерелаGarcía-Arrieta, Sonia, Essi Sarlin, Amaia De La Calle, Antonello Dimiccoli, Laura Saviano, and Cristina Elizetxea. "Thermal Demanufacturing Processes for Long Fibers Recovery." In Systemic Circular Economy Solutions for Fiber Reinforced Composites, 81–97. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-22352-5_5.
Повний текст джерелаPanchal, Manoj, G. Raghavendra, M. Omprakash, S. Ojha, and B. Vasavi. "Effect of Eggshell Particulate Reinforcement on Tensile Behavior of Eggshell–Epoxy Composite." In Lecture Notes in Mechanical Engineering, 389–97. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-2696-1_38.
Повний текст джерелаDangol, S., J. Li, V. Sirivivatnanon, and P. Kidd. "Influence of Reinforcement on the Loading Capacity of Geopolymer Concrete Pipe." In Lecture Notes in Civil Engineering, 165–75. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_18.
Повний текст джерелаSoni, Deepak, Avadesh Kumar Sharma, Manoj Narwariya, and Premanand Singh Chauhan. "Effect of Low Weight Fraction of Nano-reinforcement on Tensile Properties of Polymer Nanocomposites." In Lecture Notes in Mechanical Engineering, 729–35. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8704-7_90.
Повний текст джерелаHerath, Chathura Nalendra, Beong Bok Hwang, B. S. Ham, Jung Min Seo, and Bok Choon Kang. "An Analysis on the Tensile Strength of Hybridized Reinforcement Filament Yarns by Commingling Process." In THERMEC 2006, 974–78. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-428-6.974.
Повний текст джерелаZhao, Lijun, and Tiesheng Dou. "Theoretical Study of the Reinforcement of Pre-stressed Concrete Cylinder Pipes with External Pre-stressed Strands." In Advances in Frontier Research on Engineering Structures, 467–73. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_42.
Повний текст джерелаChaduvula, Uma, B. V. S. Viswanadham, and Jayantha Kodikara. "Effect of Fiber Reinforcement on the Direct Tensile Strength of Fiber-Reinforced Black Cotton Soil." In Lecture Notes in Civil Engineering, 17–24. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-4739-1_2.
Повний текст джерелаТези доповідей конференцій з теми "Tensile Reinforcement"
"Tensile Capacities of CFRP Anchors." In SP-230: 7th International Symposium on Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14824.
Повний текст джерелаMiura, Masaya, Horibe Yasumasa, Ishii Michiharu, Kanji Takaoka, Shintaro Kitakata, and Atsushi Mikuni. "Development of Lightweight Thin-Walled Aluminum Bumper Reinforcement Adhered with Unidirectional CFRP Sheet." In FISITA World Congress 2021. FISITA, 2021. http://dx.doi.org/10.46720/f2020-mml-016.
Повний текст джерела"Tensile Strength of Continuous Fiber Bar Under High Temperature." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/3954.
Повний текст джерелаDuque, Luis Felipe Maya, Igor De la Varga, and Benjamin Graybeal. "Fiber Reinforcement Influence on the Tensile Response of UHPFRC." In First International Interactive Symposium on UHPC. Ames, Iowa, USA: Iowa State University, 2016. http://dx.doi.org/10.21838/uhpc.2016.86.
Повний текст джерела"Experimental Study on Tensile Strength of Bent Portion of FRP Rods." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/3925.
Повний текст джерела"Statistical Characterization of Unidirectional Tensile Strength of FRP Composites." In SP-327: The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures. American Concrete Institute, 2018. http://dx.doi.org/10.14359/51713344.
Повний текст джерела"Deterioration of Tensile and Shear Strength of GFRP Bars." In SP-327: The 13th International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete Structures. American Concrete Institute, 2018. http://dx.doi.org/10.14359/51713371.
Повний текст джерелаBudimir, Vjekoslav, and Armin Roduner. "Structural reinforcement of geotextiles by high-tensile steel wire meshes." In Fifth International Conference on Road and Rail Infrastructure. University of Zagreb Faculty of Civil Engineering, 2018. http://dx.doi.org/10.5592/co/cetra.2018.954.
Повний текст джерела""FRC Performance Comparison: Uniaxial Direct Tensile Test, Third-Point Bending Test, and Round Panel Test"." In SP-276: Durability Enhancements in Concrete with Fiber Reinforcement. American Concrete Institute, 2011. http://dx.doi.org/10.14359/51682363.
Повний текст джерелаCostanza, David. "Draped Stone: A Synclastic Tensile Canopy." In 109th ACSA Annual Meeting. ACSA Press, 2021. http://dx.doi.org/10.35483/acsa.am.109.4.
Повний текст джерелаЗвіти організацій з теми "Tensile Reinforcement"
Ragalwar, Ketan, William Heard, Brett Williams, Dhanendra Kumar, and Ravi Ranade. On enhancing the mechanical behavior of ultra-high performance concrete through multi-scale fiber reinforcement. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/41940.
Повний текст джерелаRahman, Mohammad, Ahmed Ibrahim, and Riyadh Hindi. Bridge Decks: Mitigation of Cracking and Increased Durability—Phase III. Illinois Center for Transportation, December 2020. http://dx.doi.org/10.36501/0197-9191/20-022.
Повний текст джерелаWeiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski, and Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), May 2021. http://dx.doi.org/10.21079/11681/40683.
Повний текст джерелаLOAD TRANSFER MECHANISM OF STEEL GIRDER-RC PIER CONNECTION IN COMPOSITE RIGID-FRAME BRIDGE. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.286.
Повний текст джерела