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Artykuły w czasopismach na temat "Reinforced concrete Fiber"
Jagtap, Siddhant Millind, Shailesh Kalidas Rathod, Rohit Umesh Jadhav, Prathamesh Nitin Patil, Atharva Shashikant Patil, Ashwini M. Kadam i P. G. Chavan. "Fibre Mesh in Reinforced Slabs". International Journal for Research in Applied Science and Engineering Technology 10, nr 5 (31.05.2022): 3539–40. http://dx.doi.org/10.22214/ijraset.2022.42986.
Pełny tekst źródłaKrishnan, Arsha, i V. N. Krishnachandran. "Coir Fiber Reinforced Concrete-Review". International Journal for Research in Applied Science and Engineering Technology 10, nr 9 (30.09.2022): 568–71. http://dx.doi.org/10.22214/ijraset.2022.46677.
Pełny tekst źródłaYang, Qiao-chu, Qin Zhang, Su-su Gong i San-ya Li. "Study on the flexure performance of fine concrete sheets reinforced with textile and short fiber composites". MATEC Web of Conferences 275 (2019): 02006. http://dx.doi.org/10.1051/matecconf/201927502006.
Pełny tekst źródłaHua, Yuan, i Tai Quan Zhou. "Experimental Study of the Mechanical Properties of Hybrid Fiber Reinforced Concrete". Materials Science Forum 610-613 (styczeń 2009): 69–75. http://dx.doi.org/10.4028/www.scientific.net/msf.610-613.69.
Pełny tekst źródłaBhoi, Ghanshyam, Vinay Pate i Mahesh Ram Patel. "Study on the Effect of Glass Fibre Reinforced Concrete and Concrete Tiles Reinforced Concrete". International Journal for Research in Applied Science and Engineering Technology 10, nr 5 (31.05.2022): 2564–69. http://dx.doi.org/10.22214/ijraset.2022.42753.
Pełny tekst źródłaShan, Liang, i Liang Zhang. "Experimental Study on Mechanical Properties of Steel and Polypropylene Fiber-Reinforced Concrete". Applied Mechanics and Materials 584-586 (lipiec 2014): 1355–61. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.1355.
Pełny tekst źródłaBerestianskaya, Svitlana, Evgeniy Galagurya, Olena Opanasenko, Anastasiia Berestianskaya i Ihor Bychenok. "Experimental Studies of Fiber-Reinforced Concrete Prisms Exposed to High Temperatures". Key Engineering Materials 864 (wrzesień 2020): 3–8. http://dx.doi.org/10.4028/www.scientific.net/kem.864.3.
Pełny tekst źródłaChaichannawatik, Bhawat, Athasit Sirisonthi, Qudeer Hussain i Panuwat Joyklad. "Mechanical Properties of Fiber Reinforced Concrete". Applied Mechanics and Materials 875 (styczeń 2018): 174–78. http://dx.doi.org/10.4028/www.scientific.net/amm.875.174.
Pełny tekst źródłaFedorov, Valeriy, i Aleksey Mestnikov. "Influence of cellulose fibers on structure and properties of fiber reinforced foam concrete". MATEC Web of Conferences 143 (2018): 02008. http://dx.doi.org/10.1051/matecconf/201814302008.
Pełny tekst źródłaSyamsir, A., S. M. Mubin, N. M. Nor, V. Anggraini, S. Nagappan, A. M. Sofan i Z. C. Muda. "Effect of combined drink cans and steel fibers on the impact resistance and mechanical properties of concrete". Journal of Mechanical Engineering and Sciences 14, nr 2 (22.06.2020): 6734–42. http://dx.doi.org/10.15282/jmes.14.2.2020.15.0527.
Pełny tekst źródłaRozprawy doktorskie na temat "Reinforced concrete Fiber"
Hamed, Sarah. "Shear Contribution of Basalt Fiber-Reinforced Concrete Reinforced with Basalt Fiber-Reinforced Polymer Bars". Master's thesis, Université Laval, 2019. http://hdl.handle.net/20.500.11794/34008.
Pełny tekst źródłaThis study evaluates both experimentally and analytically the shear behavior of basalt fiber-reinforced concrete (BFRC) beams reinforced longitudinally with basalt fiber-reinforced polymer (BFRP) bars. A new type of basalt macro-fibers was added to the concrete mix to produce the BFRC mix. Fourteen beams (152 x 254 x 2000 mm) with no transverse reinforcement provided were tested under four-point loading configuration until failure occurred. The beams were grouped in two groups A and B depending on their span-to-depth ratios, a/d. Beams of group A had a ratio a/d of 3.3 while those of group B had a ratio a/d of 2.5. Besides the span-to-depth ratios, the parameters investigated included the volume fraction of the fibers added (0.75 and 1.5%) and the longitudinal reinforcement ratio of the BFRP reinforcing bars (0.31, 0.48, 0.69, 1.05, and 1.52). The test results showed that the addition of basalt macro-fibers to the concrete mix enhanced its compressive strength. A direct relationship between the fiber volume fraction, Vf, and the compressive strength was observed. Concrete cylinders cast with Vf of 0.75 and 1.5% yielded 11 and 30% increase in their compressive strengths over those cast with plain concrete, respectively. The addition of fibers greatly enhanced the shear capacity of BFRC-BFRP beams compared to their control beams cast with plain concrete. The increase of the fiber volume fraction decreased the spacing between cracks and hindered its propagation. A significant enhancement in the shear capacities of the tested beams was also observed when the basalt macro-fibers were added at a volume fraction Vf of 0.75%. The average increase in the shear capacities of beams of group A and B, having the same reinforcement ratios, were 45 and 44%, respectively, in comparison with those of the control beams. It was noticed that the gain in shear capacities of the tested beams was more pronounced in beams with a/d = 3.3 than in beams with a/d = 2.5 when the reinforcement ratio increased. In the analytical phase, several models were used to predict the shear capacities of the beams. All of the available models overestimated the shear capacities of the tested beams with average ratio Vpre/Vexp ranging between 1.29 to 2.64. This finding indicated that these models were not suitable to predict the shear capacities of the BFRC-BFRP beams. A new modified model incorporating the type of the longitudinal reinforcement, the type of FRC used, and the density of concrete is proposed. The model of Ashour et al. –A (1992) was calibrated using a calibration factor equal to the ratio of modulus of FRP bars used, Ef, and that of steel bars, Es. This ratio takes into consideration the difference in properties between the FRP and steel bars, which was overlooked by previous models. The proposed model predicted well the shear capacities of the BFRC-BFRP beams tested in the current study with average ratios Vpre/Vexp = 0.82 ± 0.12 and 0.80 ± 0.01 for beams of groups A and B, respectively. The shear capacities of the lightweight concrete beams tested by Abbadi (2018) were predicted with an average ratio Vpre/Vexp = 0.77 ± 0.05. Moreover, the model predicted well the shear capacities of the SFRC beams reinforced with BFRP bars tested by Awadallah et al. (2014) with an average ratio Vpre/Vexp = 0.89 ± 0.07. This indicates the wide range of applicability of the proposed model. However, it is recommended that the proposed model be assessed on larger set of data than that presented in this study
Breña, Sergio F. "Strengthening reinforced concrete bridges using carbon fiber reinforced polymer composites /". Full text (PDF) from UMI/Dissertation Abstracts International, 2000. http://wwwlib.umi.com/cr/utexas/fullcit?p3004223.
Pełny tekst źródłaHosin, Alyass Azzat. "Fiber reinforced coal combustion products concrete /". Available to subscribers only, 2007. http://proquest.umi.com/pqdweb?did=1342743231&sid=11&Fmt=2&clientId=1509&RQT=309&VName=PQD.
Pełny tekst źródłaValle, Mariano Oñar. "Shear transfer in fiber reinforced concrete". Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/72749.
Pełny tekst źródłaAl-lami, Karrar Ali. "Experimental Investigation of Fiber Reinforced Concrete Beams". PDXScholar, 2015. https://pdxscholar.library.pdx.edu/open_access_etds/2296.
Pełny tekst źródłaHearing, Brian Phillip 1972. "Delamination in reinforced concrete retrofitted with fiber reinforced plastics". Thesis, Massachusetts Institute of Technology, 2000. http://hdl.handle.net/1721.1/9141.
Pełny tekst źródłaIncludes bibliographical references (leaves 251-269).
The addition of fiber-reinforced plastic (FRP) laminates bonded to the tension face of concrete members is becoming an attractive solution to the rehabilitation and retrofit of damaged structural systems. Flexural strength is enhanced with this method but the failure behavior of the system can become more brittle, often involving delamination of the composite. This study investigates failure modes including delamination with the use of fiber reinforced plastics to rehabilitate various concrete structures. The focus is on delamination and its causes, specifically in the presence of existing cracks in the retrofitted concrete system. First, delamination processes in FRP retrofitted concrete systems are studied through combined experimental and analytical procedures. The delamination process is observed to initiate in the concrete substrate with micro cracks that coalesce into an unstable macro crack at failure. This macroscopic behavior is modeled through a finite element procedure with a smeared crack approach, which is found to be limited in the ability to represent the stress intensity at the delamination tip. For this reason it is shown that interfacial fracture mechanics can be used to describe the bimaterial elasticity and complex stress intensity at the delamination tip and provide a criterion governing the propagation of delamination using energy methods. Then, peeling processes occurring at existing cracks in the retrofitted system are studied through fracture mechanics based experimental and analytical procedures. An experimental program involving specialized shear notch specimens demonstrates that the location of the notch and laminate development length are influential on the shear crack peeling process. A finite element procedure is used to evaluate the crack driving forces applied at the shear notch crack mouth, and the fracture analysis is extended to evaluate initiation of peeling at the shear notch scenario. Finally, delamination failures in FRP retrofitted reinforced concrete beams representing "real-life" retrofit scenarios are investigated. An experimental and analytical program is conducted to investigate influences on the failure processes. The application of the fracture based peeling analysis to a quantitative design procedure is investigated, and a computational design aid to assist the iterative design procedure is developed.
by Brian Phillip Hearing.
Ph.D.
Altoubat, Salah Ahmed. "Early age stresses and creep-shrinkage interaction of restrained concrete". Full text available online (restricted access), 2000. http://images.lib.monash.edu.au/ts/theses/Altoubat.pdf.
Pełny tekst źródłaPaschalis, Spyridon A. "Strengthening of existing reinforced concrete structures using ultra high performance fiber reinforced concrete". Thesis, University of Brighton, 2017. https://research.brighton.ac.uk/en/studentTheses/c07ce9c7-5880-4108-a0f2-68bf6ea50dd5.
Pełny tekst źródłaElsaigh, W. A. "Steel fiber reinforced concrete ground slabs : a comparative evaluation of plain and steel fiber reinforced concrete ground slabs". Pretoria : [s.n.], 2006. http://upetd.up.ac.za/thesis/available/etd-03032006-154355/.
Pełny tekst źródłaScott, David Edward. "Characterization of fibrillated polypropylene and recycled waste fiber reinforced concrete". Thesis, Georgia Institute of Technology, 1992. http://hdl.handle.net/1853/19543.
Pełny tekst źródłaKsiążki na temat "Reinforced concrete Fiber"
Singh, Harvinder. Steel Fiber Reinforced Concrete. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-2507-5.
Pełny tekst źródłaVares, Sirje. Cellulose fibre concrete. Espoo, Finland: Technical Research Centre of Finland, 1997.
Znajdź pełny tekst źródłaTrue, Graham. GRC production & uses. London: Palladian, 1986.
Znajdź pełny tekst źródłaHandbook of fiber-reinforced concrete: Principles properties, developments and applications. Park Ridge, N.J., U.S.A: Noyes Publications, 1990.
Znajdź pełny tekst źródłaRabinovich, F. N. Dispersno armirovannye betony. Moskva: Stroĭizdat, 1989.
Znajdź pełny tekst źródłaSidney, Diamond, Prestressed Concrete Institute, American Ceramic Society, American Concrete Institute i Materials Research Society, red. Proceedings-- Durability of Glass Fiber Reinforced Concrete Symposium, November 12-15, 1985, Holiday Inn Mart Plaza, Chicago, Illinois. Chicago, Ill: PCI, 1986.
Znajdź pełny tekst źródłaVares, Sirje. Fibre-reinforced high-strength concrete. Espoo, Finland: Technical Research Centre of Finland, 1993.
Znajdź pełny tekst źródłaNarendra, Taly, i Vijay P. V, red. Reinforced concrete design with FRP composites. Boca Raton: CRC Press, 2007.
Znajdź pełny tekst źródłaGangaRao, Hota V. S. Reinforced concrete design with FRP composites. Boca Raton: CRC Press, 2007.
Znajdź pełny tekst źródłaConcretes with dispersed reinforcement. Rotterdam: A.A. Balkema, 1995.
Znajdź pełny tekst źródłaCzęści książek na temat "Reinforced concrete Fiber"
Yao, Jialiang, Zhigang Zhou i Hongzhuan Zhou. "Steel Fiber Reinforced Concrete". W Highway Engineering Composite Material and Its Application, 51–80. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6068-8_3.
Pełny tekst źródłaFerrara, Liberato. "Fiber Reinforced SCC". W Mechanical Properties of Self-Compacting Concrete, 161–219. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-03245-0_6.
Pełny tekst źródłaRamesh, M., C. Deepa i Arivumani Ravanan. "Bamboo Fiber Reinforced Concrete Composites". W Bamboo Fiber Composites, 127–45. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8489-3_8.
Pełny tekst źródłaUmair, Muhammad, Muhammad Imran Khan i Yasir Nawab. "Green Fiber-Reinforced Concrete Composites". W Handbook of Nanomaterials and Nanocomposites for Energy and Environmental Applications, 2309–39. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-36268-3_113.
Pełny tekst źródłaMakul, Natt. "Principles of Fiber-Reinforced Concrete". W Structural Integrity, 79–98. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-69602-3_4.
Pełny tekst źródłaUmair, Muhammad, Muhammad Imran Khan i Yasir Nawab. "Green Fiber-Reinforced Concrete Composites". W Handbook of Nanomaterials and Nanocomposites for Energy and Environmental Applications, 1–32. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-11155-7_113-1.
Pełny tekst źródłaJi, Guomin, Terje Kanstad i Steinar Trygstad. "Structural behavior of fiber reinforced concrete foundations". W Computational Modelling of Concrete and Concrete Structures, 264–74. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003316404-32.
Pełny tekst źródłaPanchenko, L. A. "Concrete and Fiber-Reinforced Concrete in a Cage Made of Polymers Reinforced with Fibers". W Lecture Notes in Civil Engineering, 131–36. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-54652-6_20.
Pełny tekst źródłaLitewka, A., J. Bogucka i J. Dębiński. "Anisotropic Behaviour of Damaged Concrete and Fiber Reinforced Concrete". W Anisotropic Behaviour of Damaged Materials, 185–219. Berlin, Heidelberg: Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-540-36418-4_6.
Pełny tekst źródłaGeorge, Rose Mary, Bibhuti Bhusan Das i Sharan Kumar Goudar. "Durability Studies on Glass Fiber Reinforced Concrete". W Lecture Notes in Civil Engineering, 747–56. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_67.
Pełny tekst źródłaStreszczenia konferencji na temat "Reinforced concrete Fiber"
Ramkumar, S. "Shear Behaviour of Fiber Reinforced Concrete Beams Using Steel and Polypropylene Fiber". W Sustainable Materials and Smart Practices. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901953-21.
Pełny tekst źródłaRamakrishnan, S. "Comparative Study on the Behavior of Fiber Reinforced Concrete". W Sustainable Materials and Smart Practices. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901953-13.
Pełny tekst źródła"Steel-Fiber Reinforced Polymer Concrete". W SP-137: Polymer Concrete. American Concrete Institute, 1993. http://dx.doi.org/10.14359/4296.
Pełny tekst źródłaCauberg, N. "Fiber reinforced self-compacting concrete". W SCC'2005-China - 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete. RILEM Publications SARL, 2005. http://dx.doi.org/10.1617/2912143624.051.
Pełny tekst źródłaAnas, Muhammad, Majid Khan, Hazrat Bilal, Shantul Jadoon i Muhammad Nadeem Khan. "Fiber Reinforced Concrete: A Review". W ICEC 2022. Basel Switzerland: MDPI, 2022. http://dx.doi.org/10.3390/engproc2022022003.
Pełny tekst źródła"Fiber Reinforced Polymer Reinforcement for Concrete Structures". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5619.
Pełny tekst źródła"Strengthening Concrete Masonry with Fiber Reinforced Polymers". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5699.
Pełny tekst źródła"Ultra High Performance Reinforced Concrete". W SP-142: Fiber Reinforced Concrete Developments and Innovations. American Concrete Institute, 1994. http://dx.doi.org/10.14359/1193.
Pełny tekst źródła"Constitutive Modeling of Fiber Reinforced Concrete". W SP-142: Fiber Reinforced Concrete Developments and Innovations. American Concrete Institute, 1994. http://dx.doi.org/10.14359/3963.
Pełny tekst źródła"Structural Reliability for Fiber Reinforced Polymer Reinforced Concrete Structures". W SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5679.
Pełny tekst źródłaRaporty organizacyjne na temat "Reinforced concrete Fiber"
Al-lami, Karrar. Experimental Investigation of Fiber Reinforced Concrete Beams. Portland State University Library, styczeń 2000. http://dx.doi.org/10.15760/etd.2293.
Pełny tekst źródłaWeiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski i 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.), maj 2021. http://dx.doi.org/10.21079/11681/40683.
Pełny tekst źródłaBrady, Pamalee A., i Orange S. Marshall. Shear Strengthening of Reinforced Concrete Beams Using Fiber-Reinforced Polymer Wraps. Fort Belvoir, VA: Defense Technical Information Center, październik 1998. http://dx.doi.org/10.21236/ada359462.
Pełny tekst źródłaRagalwar, Ketan, William Heard, Brett Williams, Dhanendra Kumar i Ravi Ranade. On enhancing the mechanical behavior of ultra-high performance concrete through multi-scale fiber reinforcement. Engineer Research and Development Center (U.S.), wrzesień 2021. http://dx.doi.org/10.21079/11681/41940.
Pełny tekst źródłaBank, Lawrence C., Anthony J. Lamanna, James C. Ray i Gerardo I. Velazquez. Rapid Strengthening of Reinforced Concrete Beams with Mechanically Fastened, Fiber-Reinforced Polymeric Composite Materials. Fort Belvoir, VA: Defense Technical Information Center, marzec 2002. http://dx.doi.org/10.21236/ada400415.
Pełny tekst źródłaMacFarlane, Eric Robert. Proposed Methodology for Design of Carbon Fiber Reinforced Polymer Spike Anchors into Reinforced Concrete. Office of Scientific and Technical Information (OSTI), maj 2017. http://dx.doi.org/10.2172/1360687.
Pełny tekst źródłaBurchfield, Charles. Performance assessment of discontinuous fibers in fiber-reinforced concrete : current state-of-the-art. Geotechnical and Structures Laboratory (U.S.), lipiec 2017. http://dx.doi.org/10.21079/11681/22771.
Pełny tekst źródłaGrimes, Hartley Ray. The Longitudinal Shear Behavior of Carbon Fiber Grid Reinforced Concrete Toppings. Precast/Prestressed Concrete Institute, 2009. http://dx.doi.org/10.15554/pci.rr.comp-010.
Pełny tekst źródłaHiggins, Christopher. Environmental Durability of Reinforced Concrete Deck Girders Strengthened for Shear with Surface Bonded Carbon Fiber-Reinforced Polymer. Portland State University Library, maj 2009. http://dx.doi.org/10.15760/trec.21.
Pełny tekst źródłaStarnes, Monica A., i Nicholas J. Carino. Infrared thermography for nondestructive evaluation of fiber reinforced polymer composites bonded to concrete. Gaithersburg, MD: National Institute of Standards and Technology, 2003. http://dx.doi.org/10.6028/nist.ir.6949.
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