Relevant bibliographies by topics / Reinforced concrete Fiber

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Reinforced concrete Fiber'

Author: Grafiati
Published: 4 June 2021
Last updated: 29 January 2023

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Journal articles on the topic "Reinforced concrete Fiber"

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Jagtap, Siddhant Millind, Shailesh Kalidas Rathod, Rohit Umesh Jadhav, Prathamesh Nitin Patil, Atharva Shashikant Patil, Ashwini M. Kadam, and P. G. Chavan. "Fibre Mesh in Reinforced Slabs." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (May 31, 2022): 3539–40. http://dx.doi.org/10.22214/ijraset.2022.42986.

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Abstract: Fiber Reinforced Concrete is gaining attention as an effective way to improve the performance of concrete. Fibers are currently being specified in tunneling, bridge decks, pavements, loading docks, thin unbonded overlays, concrete pads, and concretes slabs. These applications of fiber reinforced concrete are becoming increasingly popular and are exhibiting excellent performance The usefulness of fiber reinforced concrete in various civil engineering applications is indisputable. Fiber reinforced concrete has so far been successfully used in slabs on grade, architectural panels, preca
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Krishnan, Arsha, and V. N. Krishnachandran. "Coir Fiber Reinforced Concrete-Review." International Journal for Research in Applied Science and Engineering Technology 10, no. 9 (September 30, 2022): 568–71. http://dx.doi.org/10.22214/ijraset.2022.46677.

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Abstract: As a practical means of enhancing concrete's performance, fiber reinforced concrete (FRC) is gaining popularity. It is crucial to find acceptable, low-cost building and reinforcing methods that work for emerging nations. Utilizing natural fibers may drastically reduce the cost of construction. Prior research in the literature indicates that using coir fibers in concrete improves concrete strength. However, information about the use of coir fiber in concrete is scattered. This report presents a detailed analysisto highlight the usage of coconut fibers as reinforcing material in recent
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Yang, Qiao-chu, Qin Zhang, Su-su Gong, and 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.

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In order to study the influences of the contents of short fiber on the mechanical properties of concrete matrix, the properties of compressive, flexure and splitting of concrete matrix reinforced by alkali resistant glass fiber and calcium carbonate whisker were tested. To study the reinforced effect of different scale fibers on the flexure behavior of fine concrete sheets, the flexural tests of concrete sheet of fine concrete reinforced with basalt fiber mesh and short fiber composites were carried out. The results show that the properties of the compressive, flexure and splitting of fine con
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Hua, Yuan, and Tai Quan Zhou. "Experimental Study of the Mechanical Properties of Hybrid Fiber Reinforced Concrete." Materials Science Forum 610-613 (January 2009): 69–75. http://dx.doi.org/10.4028/www.scientific.net/msf.610-613.69.

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Different kinds of fiber are used to reinforce the concrete to improve the concrete mechanical properties. The high modulus and high flexibility fibers are often used to reinforce in the cement base, which leads to the higher performance compound cement based materials. In the paper, the carbon fiber and glass fiber material are used as flexibility reinforced materials. The polypropylene fiber and the polyethylene fiber are used as strength reinforced materials. The combinations of the flexibility reinforced fiber and strength reinforced fiber are chosen as C-P HF (Carbon and Polypropylene Hyb
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Bhoi, Ghanshyam, Vinay Pate, and 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, no. 5 (May 31, 2022): 2564–69. http://dx.doi.org/10.22214/ijraset.2022.42753.

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Abstract: The objective of this research is to explore the compressive strength, split-tensile strength and flexural strength properties of concrete reinforced with short discrete fibers. The study will be carried out on M-20 grade concrete and the size of glass fibers will be used 30mm and variation of fibre will be 0% to 0.3% of the total weight of concrete. also the effect of glass fiber on cement and concrete tiles will be studied whose fibre content will be varied from 0% to 0.7% of the total weight of concrete. Keywords: GFRC, Concrete tiles, Cement Matrix, MORTH
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Shan, Liang, and Liang Zhang. "Experimental Study on Mechanical Properties of Steel and Polypropylene Fiber-Reinforced Concrete." Applied Mechanics and Materials 584-586 (July 2014): 1355–61. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.1355.

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The mechanical tests of normal concrete (NC) specimens, steel fiber reinforced concrete (SFRC) specimens and polypropylene fiber reinforced concrete (PPFRC) specimens have been carried out. Fiber-reinforced concretes containing different volume fraction and aspect ratio of steel and polypropylene fibers were compared in terms of compressive, splitting tensile, ultimate tensile properties. Test results indicate that the mechanical properties of NC can be improved by addition of steel fibers and can be enhanced with the increase of fiber content. However, polypropylene fiber may cause opposite e
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Berestianskaya, Svitlana, Evgeniy Galagurya, Olena Opanasenko, Anastasiia Berestianskaya, and Ihor Bychenok. "Experimental Studies of Fiber-Reinforced Concrete Prisms Exposed to High Temperatures." Key Engineering Materials 864 (September 2020): 3–8. http://dx.doi.org/10.4028/www.scientific.net/kem.864.3.

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Fiber-reinforced concretes are varieties of composite materials. Such materials are commonly used nowadays. Concrete is fiber-reinforced using various fibrous materials, or fibers, which are evenly distributed over the volume of the concrete matrix and simultaneously provide its 3D reinforcement. Fiber-reinforced concrete has better stress-related strength characteristics than ordinary concrete. Since building structures must meet both the strength, rigidity and stability requirements, and the fire safety requirements, then for the extensive use of fiber-reinforced concrete structures, not onl
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Chaichannawatik, Bhawat, Athasit Sirisonthi, Qudeer Hussain, and Panuwat Joyklad. "Mechanical Properties of Fiber Reinforced Concrete." Applied Mechanics and Materials 875 (January 2018): 174–78. http://dx.doi.org/10.4028/www.scientific.net/amm.875.174.

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This study presents results of an experimental investigation conducted to investigate the mechanical properties of sisal and glass fiber reinforced concrete. Four basic concrete mixes were considered: 1) Plain concrete (PC) containing ordinary natural aggregates without any fibers, 2) sisal fiber reinforced concrete (SFRC), 3) sisal and glass fiber reinforced concrete (SGFRC), 4, glass fiber reinforced concrete (GFRC). Investigated properties were compressive strength, splitting tensile strength, flexural tensile strength and workability. The results of fiber reinforced concrete mixes were com
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Fedorov, Valeriy, and 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.

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One of the promising means of foamed concrete quality improvement is micro-reinforcement by adding synthetic and mineral fibers to the base mix. This research is the first to investigate peculiarities of using recycled cellulose fiber extracted from waste paper for obtaining fiber reinforced foam concrete. The paper presents results of experimental research on the influence of cellulose fibers on structure and properties of fiber reinforced foam concrete by using methods of chemical analysis and scanning electron microscopy. The research determines peculiarities of new formations appearance an
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Syamsir, A., S. M. Mubin, N. M. Nor, V. Anggraini, S. Nagappan, A. M. Sofan, and 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, no. 2 (June 22, 2020): 6734–42. http://dx.doi.org/10.15282/jmes.14.2.2020.15.0527.

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This study investigated the combine effect of 0.2 % drink cans and steel fibers with volume fractions of 0%, 0.5%, 1%, 1.5%, 2%, 2.5% and 3% to the mechanical properties and impact resistance of concrete. Hooked-end steel fiber with 30 mm and 0.75 mm length and diameter, respectively was selected for this study. The drinks cans fiber were twisted manually in order to increase friction between fiber and concrete. The results of the experiment showed that the combination of steel fibers and drink cans fibers improved the strength performance of concrete, especially the compressive strength, flex
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Dissertations / Theses on the topic "Reinforced concrete Fiber"

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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.

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Cette étude évalue expérimentalement et analytiquement le comportement au cisaillement des poutres en béton renforcé de fibres de basalte (BRFB) renforcées longitudinalement avec des barres en polymère renforcé de fibres de basalte (PRFB). Un nouveau type de macro-fibres de basalte a été ajouté au mélange de béton pour produire le mélange de BRFB. Quatorze poutres (152 x 254 x 2000 mm) sans armature transversale ajouté ont été testées sous une configuration de chargement à quatre points jusqu'à la défaillance. Les poutres ont été regroupés en deux groupes A et B en fonction de leurs rapports p
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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.

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Hosin, 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.

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Valle, Mariano Oñar. "Shear transfer in fiber reinforced concrete." Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/72749.

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Al-lami, Karrar Ali. "Experimental Investigation of Fiber Reinforced Concrete Beams." PDXScholar, 2015. https://pdxscholar.library.pdx.edu/open_access_etds/2296.

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Shear strength of fiber reinforced concrete beams was studied in this research project. Three types of fibers were examined: hooked-end steel fiber, crimped-steel fiber, and crimped-monofilament polypropylene fibers. The experimental program included five beam specimens. Two of the beams were control specimens in which one was reinforced with minimum shear reinforcement according to ACI 318, while the other one did not have any shear reinforcement. Each one of the other three specimens was reinforced with one of the above mentioned fibers by 1% volumetric ratio. In addition to the beam specime
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Hearing, 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.

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Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2000.<br>Includes bibliographical references (leaves 251-269).<br>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
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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.

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Paschalis, 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.

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Most of the new Reinforced Concrete (RC) structures which are built nowadays have a high safety level. Nevertheless, we cannot claim the same for structures built in the past. Many of these were designed without any regulations, or are based on those which have proved to be inadequate. Additionally, it seems that many old structures have reached the end of their service life and, in many cases, were designed to carry loads significantly lower than the current needs specify. Therefore, the structural evaluation and intervention are considered necessary, so they can meet the same requirements as
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Elsaigh, 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/.

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Scott, David Edward. "Characterization of fibrillated polypropylene and recycled waste fiber reinforced concrete." Thesis, Georgia Institute of Technology, 1992. http://hdl.handle.net/1853/19543.

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Books on the topic "Reinforced concrete Fiber"

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Singh, Harvinder. Steel Fiber Reinforced Concrete. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-2507-5.

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Vares, Sirje. Cellulose fibre concrete. Espoo, Finland: Technical Research Centre of Finland, 1997.

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True, Graham. GRC production & uses. London: Palladian, 1986.

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Handbook of fiber-reinforced concrete: Principles properties, developments and applications. Park Ridge, N.J., U.S.A: Noyes Publications, 1990.

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Rabinovich, F. N. Dispersno armirovannye betony. Moskva: Stroĭizdat, 1989.

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Sidney, Diamond, Prestressed Concrete Institute, American Ceramic Society, American Concrete Institute, and Materials Research Society, eds. Proceedings-- Durability of Glass Fiber Reinforced Concrete Symposium, November 12-15, 1985, Holiday Inn Mart Plaza, Chicago, Illinois. Chicago, Ill: PCI, 1986.

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Vares, Sirje. Fibre-reinforced high-strength concrete. Espoo, Finland: Technical Research Centre of Finland, 1993.

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Narendra, Taly, and Vijay P. V, eds. Reinforced concrete design with FRP composites. Boca Raton: CRC Press, 2007.

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GangaRao, Hota V. S. Reinforced concrete design with FRP composites. Boca Raton: CRC Press, 2007.

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Concretes with dispersed reinforcement. Rotterdam: A.A. Balkema, 1995.

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Book chapters on the topic "Reinforced concrete Fiber"

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Yao, Jialiang, Zhigang Zhou, and Hongzhuan Zhou. "Steel Fiber Reinforced Concrete." In 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.

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Ferrara, Liberato. "Fiber Reinforced SCC." In 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.

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Ramesh, M., C. Deepa, and Arivumani Ravanan. "Bamboo Fiber Reinforced Concrete Composites." In Bamboo Fiber Composites, 127–45. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8489-3_8.

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Umair, Muhammad, Muhammad Imran Khan, and Yasir Nawab. "Green Fiber-Reinforced Concrete Composites." In 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.

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Makul, Natt. "Principles of Fiber-Reinforced Concrete." In Structural Integrity, 79–98. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-69602-3_4.

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Umair, Muhammad, Muhammad Imran Khan, and Yasir Nawab. "Green Fiber-Reinforced Concrete Composites." In 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.

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Ji, Guomin, Terje Kanstad, and Steinar Trygstad. "Structural behavior of fiber reinforced concrete foundations." In Computational Modelling of Concrete and Concrete Structures, 264–74. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003316404-32.

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Panchenko, L. A. "Concrete and Fiber-Reinforced Concrete in a Cage Made of Polymers Reinforced with Fibers." In Lecture Notes in Civil Engineering, 131–36. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-54652-6_20.

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Litewka, A., J. Bogucka, and J. Dębiński. "Anisotropic Behaviour of Damaged Concrete and Fiber Reinforced Concrete." In 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.

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George, Rose Mary, Bibhuti Bhusan Das, and Sharan Kumar Goudar. "Durability Studies on Glass Fiber Reinforced Concrete." In Lecture Notes in Civil Engineering, 747–56. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_67.

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Conference papers on the topic "Reinforced concrete Fiber"

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Ramkumar, S. "Shear Behaviour of Fiber Reinforced Concrete Beams Using Steel and Polypropylene Fiber." In Sustainable Materials and Smart Practices. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901953-21.

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Abstract. The experimental study provides a series of tests for characterizing the structural behavior of fibre reinforced concrete beams subjected to shear loads. The paper involves usage of 2 types of fibers - polypropylene and steel fiber. The work suggests that the shear cracking resistance of the materials used are significantly improved by the fibers. The fibers reduced the crack width to about one quarter of the width in the shear-reinforced girders. Reliance on steel fibres increases the ductility of concrete. Adding steel fibres to concrete improves its post-tensile cracking behaviour
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Ramakrishnan, S. "Comparative Study on the Behavior of Fiber Reinforced Concrete." In Sustainable Materials and Smart Practices. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901953-13.

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Abstract. Next to water, concrete is the most consumed material in the world. In the construction industries, concrete is a basic material used for high compressive strength, durable, fire resistant but has low tensile strength. This experimental study aimed to investigation the compressive, tensile and flexural strength of the concrete reinforced with three different fibers. Comparative study has been made between metallic: steel fibers and nonmetallic: glass and carbon fiber reinforced concrete. Fibers were used in concrete with fractions of 0%, 0.5%, 1%, 1.5%, 2% and 2.5% by volume of cemen
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"Steel-Fiber Reinforced Polymer Concrete." In SP-137: Polymer Concrete. American Concrete Institute, 1993. http://dx.doi.org/10.14359/4296.

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Cauberg, N. "Fiber reinforced self-compacting concrete." In 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.

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Anas, Muhammad, Majid Khan, Hazrat Bilal, Shantul Jadoon, and Muhammad Nadeem Khan. "Fiber Reinforced Concrete: A Review." In ICEC 2022. Basel Switzerland: MDPI, 2022. http://dx.doi.org/10.3390/engproc2022022003.

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"Fiber Reinforced Polymer Reinforcement for Concrete Structures." In SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5619.

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"Strengthening Concrete Masonry with Fiber Reinforced Polymers." In SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5699.

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"Ultra High Performance Reinforced Concrete." In SP-142: Fiber Reinforced Concrete Developments and Innovations. American Concrete Institute, 1994. http://dx.doi.org/10.14359/1193.

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"Constitutive Modeling of Fiber Reinforced Concrete." In SP-142: Fiber Reinforced Concrete Developments and Innovations. American Concrete Institute, 1994. http://dx.doi.org/10.14359/3963.

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"Structural Reliability for Fiber Reinforced Polymer Reinforced Concrete Structures." In SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5679.

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Reports on the topic "Reinforced concrete Fiber"

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Al-lami, Karrar. Experimental Investigation of Fiber Reinforced Concrete Beams. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.2293.

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Weiss, 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.

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A patented active porcelain enamel coating improves both the bond between the concrete and steel reinforcement as well as its corrosion resistance. A Small Business Innovation Research (SBIR) program to develop a commercial method for production of porcelain-coated fibers was developed in 2015. Market potential of this technology with its steel/concrete bond improvements and corrosion protection suggests that it can compete with other fiber reinforcing systems, with improvements in performance, durability, and cost, especially as compared to smooth fibers incorporated into concrete slabs and b
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Brady, Pamalee A., and Orange S. Marshall. Shear Strengthening of Reinforced Concrete Beams Using Fiber-Reinforced Polymer Wraps. Fort Belvoir, VA: Defense Technical Information Center, October 1998. http://dx.doi.org/10.21236/ada359462.

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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.

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Steel fibers are typically used in ultra-high performance concretes (UHPC) to impart flexural ductility and increase fracture toughness. However, the mechanical properties of the steel fibers are underutilized in UHPC, as evidenced by the fact that most of the steel fibers pull out of a UHPC matrix largely undamaged during tensile or flexural tests. This research aims to improve the bond between steel fibers and a UHPC matrix by using steel wool. The underlying mechanism for fiber-matrix bond improvement is the reinforcement of the matrix tunnel, surrounding the steel fibers, by steel wool. Si
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Bank, Lawrence C., Anthony J. Lamanna, James C. Ray, and Gerardo I. Velazquez. Rapid Strengthening of Reinforced Concrete Beams with Mechanically Fastened, Fiber-Reinforced Polymeric Composite Materials. Fort Belvoir, VA: Defense Technical Information Center, March 2002. http://dx.doi.org/10.21236/ada400415.

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MacFarlane, Eric Robert. Proposed Methodology for Design of Carbon Fiber Reinforced Polymer Spike Anchors into Reinforced Concrete. Office of Scientific and Technical Information (OSTI), May 2017. http://dx.doi.org/10.2172/1360687.

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Burchfield, Charles. Performance assessment of discontinuous fibers in fiber-reinforced concrete : current state-of-the-art. Geotechnical and Structures Laboratory (U.S.), July 2017. http://dx.doi.org/10.21079/11681/22771.

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Grimes, 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.

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Higgins, Christopher. Environmental Durability of Reinforced Concrete Deck Girders Strengthened for Shear with Surface Bonded Carbon Fiber-Reinforced Polymer. Portland State University Library, May 2009. http://dx.doi.org/10.15760/trec.21.

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Starnes, Monica A., and 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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