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Relevant bibliographies by topics / Hybrid fiber reinforced concrete

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Academic literature on the topic 'Hybrid fiber reinforced concrete'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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Journal articles on the topic "Hybrid fiber reinforced concrete"

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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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Baharom, Shahrizan, S. M. Priok Rashid, Hassan Amer Algaifi, Muhammad Khairuddin Zulkifli, Siah Teng Tang, and Mohamed S Majdub. "Flexural Strength of Hybrid Steel-Coir Rope Fiber Reinforced Concrete." Journal of Advanced Research in Applied Mechanics 134, no. 1 (2025): 1–13. https://doi.org/10.37934/aram.134.1.113.

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This research investigates the performance of hybrid fiber-reinforced concrete incorporating hooked-end steel fibers and coconut rope (coir fibers). The inclusion of steel fibers enhances the energy-absorbing capacity, while coir fibers contribute to delaying micro-crack formation. The study evaluates key properties such as flexural strength, residual flexural tensile strength, flexural toughness, and fiber distribution in hybrid steel-coir rope fiber-reinforced concrete. Three-point bending tests were conducted on notched beam specimens (100 × 100 × 500 mm) with a total fiber volume fraction

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Shan, Liang, Liang Zhang, and Li Hua Xu. "Experimental Investigations on Mechanical Properties of Hybrid Steel-Polypropylene Fiber-Reinforced Concrete." Applied Mechanics and Materials 638-640 (September 2014): 1550–55. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.1550.

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The mechanical tests of hybrid steel-polypropylene fiber-reinforced concrete (HSPFRC) have been carried out. Concretes containing different volume fraction and aspect ratio of steel and polypropylene fibers mixed in one concrete grade were critically analyzed in terms of compressive, split tensile, axial tensile properties. Test results show that the fibers, when used in a hybrid form, can result in superior mechanical performance compared to their individual fiber-reinforced concretes.

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Huo, Jun Fang, Da Peng Liu, Xiang Dong Shen, Jian Jun Chu, and De Tian Song. "Freeze-Thaw Model and Service Life Prediction of Hybrid Fiber Reinforced Lightweight Aggregate Concrete." Advanced Materials Research 250-253 (May 2011): 817–21. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.817.

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The effect of the frost resistance on hybrid fibers reinforced lightweight aggregate concrete is investigated. And hybrid fibers reinforced lightweight aggregate is that steel fiber and polypropylene fiber are selected to incorporate into. The results indicate that, hybrid fibers reinforced lightweight aggregate concrete can improve the frost resistance. The weight loss rate of hybrid fibers reinforced lightweight aggregate concrete is not better. The research to establish a model for service life prediction of hybrid fibers reinforced lightweight aggregate concrete on experimental results has

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Manoj, D., and M. Purusothaman. "Mechanical Properties and Flexural Behaviour of Basalt and Polypropylene Fiber Reinforced Concrete Beams." Indian Journal Of Science And Technology 18, no. 7 (2025): 517–25. https://doi.org/10.17485/ijst/v18i7.4033.

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Objectives: The intent of the study is to assess the strength and flexural behavior of hybrid fiber reinforced concrete beams containing both basalt fiber and polypropylene fibers. Methods: Basalt fibers were added in volume fractions of 0%, 0.25%, 0.5%, 0.75%, and 1% into the Polypropylene fiber reinforced concrete mixture. The mechanical properties of concrete, such as compressive strength, flexural strength, and modulus of elasticity, were obtained for conventional concrete, polypropylene fiber reinforced concrete, and hybrid fiber reinforced concrete mixes through standard testing procedur

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Xia, Yuanyuan, and Guijun Xian. "Hybrid basalt/flax fibers reinforced polymer composites and their use in confinement of concrete cylinders." Advances in Structural Engineering 23, no. 5 (2019): 941–53. http://dx.doi.org/10.1177/1369433219886084.

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Flax fiber–reinforced polymer composites were determined to be effective in confinement of concrete cylinders. Flax fibers exhibit strong intrinsic hydrophilic properties and relatively inferior mechanical properties; therefore, combining them with mineral-based natural fiber (i.e. basalt fibers) was proposed. In the present study, unidirectional flax–basalt hybrid fiber reinforced polymer plates and tubes were prepared using a filament-winding process. The mechanical properties of the fiber-reinforced polymer plates and compressive properties of the concrete-filled fiber-reinforced polymer tu

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Zhang, Bing, Jun-Liang Zhao, Tao Huang, Ning-Yuan Zhang, Yi-Jie Zhang, and Xia-Min Hu. "Effect of fiber angles on hybrid fiber-reinforced polymer–concrete–steel double-skin tubular columns under monotonic axial compression." Advances in Structural Engineering 23, no. 7 (2020): 1487–504. http://dx.doi.org/10.1177/1369433219895916.

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Hybrid fiber-reinforced polymer–concrete–steel double-skin tubular columns are a novel form of hollow columns that combine two traditional construction materials (i.e. concrete and steel) with fiber-reinforced polymer composites. Hybrid fiber-reinforced polymer–concrete–steel double-skin tubular columns consist of an inner tube made of steel, an outer tube made of fiber-reinforced polymer, and a concrete layer between the two tubes. Existing studies, however, are focused on hybrid fiber-reinforced polymer–concrete–steel double-skin tubular columns with fibers of the fiber-reinforced polymer tu

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Ningaraj, C. Birajdar*1 Mrs. M. M. Magdum2. "DURABILITY OF HYBRID FIBRE REINFORCED CONCRETE." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 7 (2017): 130–36. https://doi.org/10.5281/zenodo.823054.

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In Hybrid fiber reinforced concrete, hybrid fibers (steel fibers and polypropylene fibers) along with admixture like Alccofine-1203 will be used. The hybrid fiber will help to reduce the cracks due to shrinkage, creep and early age cracking along with an increase in ductility, toughness and fatigue resistance. The mineral admixture (Alccofine-1203) will help to increase the strength of concrete, modulus of elasticity along with workability, durability, and reduction in segregation. Both the mineral admixture (Alccofine) and hybrid fibers (Steel fiber and polypropylene fiber) will be beneficial

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Zhou, Yunlong, Xiongxiong Liang, Jinjun Kang, and Zhiguo You. "Experimental Study of the Shear Behavior and Shear Strength of Hybrid Fiber-Reinforced SCC Rectangular Beams." Advances in Civil Engineering 2022 (November 11, 2022): 1–14. http://dx.doi.org/10.1155/2022/6516762.

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Based on the investigation on the workability of macro-mono-steel fibers and macro-hybrid fiber-reinforced self-consolidating concrete, a series of simply supported hybrid fiber-reinforced self-consolidating concrete rectangular beams with four-point vertical load were analyzed by using experiments. Influences of steel fibers and hybrid fibers with various dosages on the shear strength and failure mode of reinforced concrete beams are analyzed. This work finds that hybrid fibers can evidently enhance the shear strength. The failure mode of the beam can be changed from a brittle shear failure i

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Lee, Joo-Ha, Hwang-Hee Kim, Sung-Ki Park, Ri-On Oh, Hae-Do Kim, and Chan-Gi Park. "Mechanical Properties and Durability of Latex-Modified Fiber-Reinforced Concrete: A Tunnel Liner Application." Advances in Materials Science and Engineering 2018 (2018): 1–14. http://dx.doi.org/10.1155/2018/2134873.

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This study assessed the mechanical properties and durability of latex-modified fiber-reinforced segment concrete (polyolefin-based macrosynthetic fibers and hybrid fiber-macrosynthetic fiber and polypropylene fiber) for a tunnel liner application. The tested macrosynthetic fiber-reinforced concrete has a better strength than steel fiber-reinforced concrete. The tested concrete with blast furnace slag has a higher chloride ion penetration resistance (less permeable), but its compressive and flexural strengths can be reduced with blast furnace slag content increase. Also, the hybrid fiber-reinfo

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Dissertations / Theses on the topic "Hybrid fiber reinforced concrete"

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Tsang, Terry Kin Chung. "Behaviour of concrete beams reinforced with hybrid FRP composite rebars /." View abstract or full-text, 2006. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202006%20TSANGT.

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Yurtseven, Alp Eren. "Determination Of Mechanical Properties Of Hybrid Fiber Reinforced Concrete." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605268/index.pdf.

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ABSTRACT DETERMINATION OF MECHANICAL PROPERTIES OF HYBRID FIBER REINFORCED CONCRETE Yurtseven, Alp Eren M.Sc. Department of Civil Engineering Supervisor: Prof. Dr. Mustafa Tokyay Co-Supervisor: Asst. Prof. Dr. . &Ouml<br>zg&uuml<br>r Yaman August 2004, 82 pages Fiber reinforcement is commonly used to provide toughness and ductility to brittle cementitious matrices. Reinforcement of concrete with a single type of fiber may improve the desired properties to a limited level. A composite is termed as hybrid, if two or more types of fibers are rationally combined to produce a composite that derives

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Shi, Yilei. "Seismic Performance of Hybrid Fiber Reinforced Polymer-Concrete Pier Columns." FIU Digital Commons, 2009. http://digitalcommons.fiu.edu/etd/101.

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As part of a multi-university research program funded by NSF, a comprehensive experimental and analytical study of seismic behavior of hybrid fiber reinforced polymer (FRP)-concrete column is presented in this dissertation. Experimental investigation includes cyclic tests of six large-scale concrete-filled FRP tube (CFFT) and RC columns followed by monotonic flexural tests, a nondestructive evaluation of damage using ultrasonic pulse velocity in between the two test sets and tension tests of sixty-five FRP coupons. Two analytical models using ANSYS and OpenSees were developed and favorably ver

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Hampton, Francis Patrick. "Cyclic behavior, development, and characteristics of a ductile hybrid fiber reinforced polymer (DHFRP) for reinforced concrete members /." Philadelphia, Pa. : Drexel University, 2004. http://dspace.library.drexel.edu/handle/1860/285.

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Li, Bin. "Seismic Performance of Hybrid Fiber Reinforced Polymer-Concrete Pier Frame Systems." FIU Digital Commons, 2008. http://digitalcommons.fiu.edu/etd/195.

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As an alternative to transverse spiral or hoop steel reinforcement, fiber reinforced polymers (FRPs) were introduced to the construction industry in the 1980's. The concept of concrete-filled FRP tube (CFFT) has raised great interest amongst researchers in the last decade. FRP tube can act as a pour form, protective jacket, and shear and flexural reinforcement for concrete. However, seismic performance of CFFT bridge substructure has not yet been fully investigated. Experimental work in this study included four two-column bent tests, several component tests and coupon tests. Four 1/6-scale bri

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Trono, William Dean. "Earthquake Resilient Bridge Columns Utilizing Damage Resistant Hybrid Fiber Reinforced Concrete." Thesis, University of California, Berkeley, 2014. http://pqdtopen.proquest.com/#viewpdf?dispub=3640671.

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<p> Modern reinforced concrete bridges are designed to avoid collapse and to prevent loss of life during earthquakes. To meet these objectives, bridge columns are typically detailed to form ductile plastic hinges when large displacements occur. California seismic design criteria acknowledges that damage such as concrete cover spalling and reinforcing bar yielding may occur in columns during a design-level earthquake. </p><p> The seismic resilience of bridge columns can be improved through the use of a damage resistant hybrid fiber reinforced concrete (HyFRC). Fibers delay crack propagation

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GORINO, ANDREA. "Ductility of lightly reinforced and fiber-reinforced concrete elements: A unified approach." Doctoral thesis, Politecnico di Torino, 2017. http://hdl.handle.net/11583/2674226.

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Lightly Reinforced Concrete (LRC), Fiber-Reinforced Concrete (FRC), and Hybrid Reinforced Concrete (HRC) elements subjected to static bending actions exhibit a similar behavior, which depends on the amount of rebar and/or fibers added to the cementitious matrix. In all the cases, if a suitable reinforcing system is not provided, the brittle failure occurs at the cracking of concrete. Hence, a new and unified approach is introduced in the present thesis to evaluate the minimum reinforcement for static reasons. Such approach is based on the definition of the ductility index ( DI ), which is a fu

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Zohrevand, Pedram. "Novel Hybrid Columns Made of Ultra-High Performance Concrete and Fiber Reinforced Polymers." FIU Digital Commons, 2012. http://digitalcommons.fiu.edu/etd/627.

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The application of advanced materials in infrastructure has grown rapidly in recent years mainly because of their potential to ease the construction, extend the service life, and improve the performance of structures. Ultra-high performance concrete (UHPC) is one such material considered as a novel alternative to conventional concrete. The material microstructure in UHPC is optimized to significantly improve its material properties including compressive and tensile strength, modulus of elasticity, durability, and damage tolerance. Fiber-reinforced polymer (FRP) composite is another novel const

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Mahboob, Amir. "Study of the structural behavior of hybrid elements of carbon fiber reinforced polymer and concrete." Doctoral thesis, Universitat Politècnica de Catalunya, 2021. http://hdl.handle.net/10803/673230.

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Creating sustainability and public infrastructure is a fairly recent subject the engineering community has been debating. Introducing new building materials or introducing new structural designs is a strategy for constructing buildings that have long-term reliability and low maintenance requirements. Fiber-reinforced polymers (FRP) are one of the innovative approaches in the field of civil engineering that offer promising results in this regard. In order to maximize the usage of FRP forms, researchers suggested the development of hybrid structural structures by mixing composite materials with

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Bastami, Roukaya. "Structural Performance of High-Strength Reinforced Concrete Beams Built with Synthetic Fibers." Thesis, Université d'Ottawa / University of Ottawa, 2019. http://hdl.handle.net/10393/39957.

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This thesis presents the results of a research program examining the effects of macro-synthetic fibers on the shear and flexural behaviour of high-strength concrete (HSC) beams subjected to static and blast loads. As part of the study, a series of seventeen fiber-reinforced HSC beams are built and tested under either quasi-static four-point bending or simulated blast loads using a shock-tube. The investigated test parameters include the effects of: macro-synthetic fibers, fiber hybridization, combined use of fibers and stirrups and longitudinal steel ratio and type. The results show that unde

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Books on the topic "Hybrid fiber reinforced concrete"

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Choong, Kok Keong, Jayaprakash Jaganathan, Sharifah Salwa Mohd Zuki, Shahiron Shahidan, and Nurul Izzati Raihan Ramzi Hannan. Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2715-6.

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Keller, Thomas. Use of fibre reinforced polymers in bridge construction. International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.

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<p>The aim of the present Structural Engineering Document, a state-of-the-art report, is to review the progress made worldwide in the use of fibre reinforced polymers as structural components in bridges until the end of the year 2000.<p> Due to their advantageous material properties such as high specific strength, a large tolerance for frost and de-icing salts and, furthermore, short installation times with minimum traffic interference, fibre reinforced polymers have matured to become valuable alternative building materials for bridge structures. Today, fibre reinforced polymers a

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

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Institute, American Concrete, ed. Steel fiber reinforced concrete. American Concrete Institute, 1994.

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J, Stevens David, and American Concrete Institute, eds. Testing of fiber reinforced concrete. American Concrete Institute, 1995.

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

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N, Balaguru Perumalsamy, and ACI Committee 549, Ferrocement, eds. Thin reinforced concrete products and systems. American Concrete Institute, 1994.

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I, Daniel J., Shah S. P, and American Concrete Institute, eds. Fiber reinforced concrete: Developments and innovations. American Concrete Institute, 1994.

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Nemkumar, Banthia, MacDonald C. 1953-, Tatnall P, and American Concrete Institute Convention, eds. Structural applications of fiber reinforced concrete. ACI International, 1999.

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P, Shah S., Batson G. B, and American Concrete Institute, eds. Fiber reinforced concrete: Properties and applications. American Concrete Institute, 1987.

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Book chapters on the topic "Hybrid fiber reinforced concrete"

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Pukharenko, Yuriy, Valeriy Morozov, and Irina Aubakirova. "Hybrid Fiber-Reinforced Concrete for Reinforced-Concrete Sheet Piling." In XV International Scientific Conference “INTERAGROMASH 2022”. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-21432-5_253.

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Zhang, Luyang, Jitao Yao, and Yuting Tong. "Seismic Behavior of Steel-Polypropylene Hybrid Fiber Reinforced Concrete Shear Wall." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4090-1_39.

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AbstractThis study investigated the loading mechanism of SPFRC shear walls by conducting low-cycle repeated loading tests on two steel-polypropylene hybrid fiber reinforced concrete (SPFRC) shear walls and one reinforced concrete (RC) shear wall. Furthermore, this study analyzed the impact of fiber content and axial compression ratio on the failure mode, shear carrying capacity, ductility, and energy dissipation capacity of the shear walls. The test results show that hybrid fibers effectively restrain the development of cracks in shear walls, and improve the shear carrying capacity, deformatio

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Hadassa Joice, Banka, A. Aravindan, and Satish Brahmalla. "Review on Behavior of Hybrid Fiber-Reinforced Concrete." In Advances in Lightweight Materials and Structures. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-7827-4_11.

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Jen, G., and C. P. Ostertag. "Resistance to Corrosion Induced Cracking in Self Consolidating Hybrid Fiber Reinforced Concrete." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_20.

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Si Larbi, A., R. Contamine, and P. Hamelin. "TRC and Hybrid Solutions for Repairing and/or Strengthening Reinforced Concrete Beams." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_64.

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Engert, Michelle, Kim Torben Werkle, and Hans-Christian Möhring. "Determination of the Thermal Properties of Pre-stressed Fiber-Reinforced Polymer Concrete." In Lecture Notes in Production Engineering. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-34486-2_20.

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AbstractWith its low thermal conductivity and high thermal capacity, polymer concrete has excellent thermal properties that when used in machine tools ensure increased accuracy of the manufactured parts. Polymer concrete has been used successfully in machine tool construction for many years in the form of machine beds. The aforementioned thermal properties in combination with a low density, high damping and a lower primary energy requirement also make polymer concrete interesting for use as a structural component. However, the comparatively low tensile strength and creep tendency of the materi

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Trono, W., G. Jen, D. Moreno, S. Billington, and C. P. Ostertag. "Confinement and Tension Stiffening Effects in High Performance Self-consolidated Hybrid Fiber Reinforced Concrete Composites." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_31.

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Werkle, Kim Torben, Michelle Engert, and Hans-Christian Möhring. "CO2 Footprint of Machine Elements Made of Fiber-Reinforced Polymer Concrete Compared to Steel Components." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-28839-5_27.

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AbstractEnergy efficiency and resource economizing are the drivers for the development of new types of material-hybrid design approaches for machine tools. Polymer concrete has been used for machine beds in machine tool design for many years. The good thermal and dynamic properties of the material are particularly convincing in this context. The good damping properties for structural components are also interesting, as this reduces for example tool wear and at the same time the high damping compared to steel structures has a positive effect on the surface quality of the machined workpiece. Cur

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Charron, J. P., F. Duchesneau, and B. Massicotte. "Static and Dynamic Behavior of Hybrid Precast Bridge Parapet Made of Ultra-High Performance Fiber Reinforced Concrete." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_49.

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Madhumitha, Gudipally, and B. Narendra Kumar. "Performance Studies on Self Compacted Geo-polymer Hybrid Fiber Reinforced Concrete." In Advances in Sustainable Construction Materials. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3361-7_2.

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Conference papers on the topic "Hybrid fiber reinforced concrete"

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Djamaluddin, Rudy, Fakhruddin Fakhruddin, Imran Aiman, and Rossy Timur Wahyuningsih. "Effectivity of the Hybrid Fiber Reinforced Polymer in Strengthening of RC-Beams." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-lo0qkj.

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Fiber Reinforced Polymer (FRP) has been used as one of the repair or strengthening materials for deteriorated concrete structures. However, the elastic properties of FRP materials cause a limitations on the ductility of the reinforced concrete structure. This research focuses on the study of the behavior of reinforced concrete beams strengthened using a hybrid Carbon-Glass Fiber Reinforced Plastic (Hybrid FRP). Hybrid FRP is a combination of two layers of FRP that have different elastic modulus, namely Glass Fiber and Carbon Fiber. The objective of using hybrid composites is to obtain a combin

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Ikhsan Sugiarto, H., Rita Irmawaty, and Januarty Jaya Ekaputri. "Flexural Behavior of Hybrid Geopolymer Fly Ash Beams with Addition of PVA (Polyvinyl Alcohol) Fiber." In The 6th International Symposium on Infrastructure Development. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-g5u7of.

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Using cement as the primary material for making concrete, around 7%-15%, requires a significant amount of energy and generates abundant waste, thus significantly impacting the environmental conditions. Innovative materials are needed as alternatives to cement. Fly ash, as an environmentally friendly material, can be a solution to minimize the use of cement. The selected fiber is Poly-Vinyl Alcohol (PVA) fiber due to its high tensile strength, which can effectively inhibit the rate of crack development occurring in the beams. The research process was divided into two stages: geopolymer mortar c

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Bailey, David M., Richard G. Lampo, Jorge Costa, Matt Miltenberger, and Thomas Tehada. "Impact and Corrosion Prevention Using Polymer Composite Wrapping and Galvanic Cathodic Protection System for Pilings at Kawaihae Harbor." In CORROSION 2009. NACE International, 2009. https://doi.org/10.5006/c2009-09513.

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Abstract Department of Defense piers and wharves, most of which are over 50 years old, are often supported by reinforced concrete piles. These piles, when exposed to seawater, can incur severe corrosion of the steel and concrete spalling. This type of damage contributes to an annual maintenance cost of $99M for the waterfront structures that they support. Fiber reinforced polymeric composite wrapping systems have been evolving and are now a viable solution to repair concrete structural piles. These wrap systems, in marine applications, have not proven to be completely successful since some FRP

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Surianinov, Mykola, Inna Aksyonova, Alla Perperi, and Zlata Holovata. "Deformability and Crack Resistance of Reinforced Concrete and Fiber-Reinforced Concrete Cross-Beam Systems." In International Scientific Applied Conference "Problems of Emergency Situations". Trans Tech Publications Ltd, 2024. http://dx.doi.org/10.4028/p-mczi8g.

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The paper presents the results of experimental studies and computer modeling of reinforced concrete and fiber-reinforced concrete cross-beam systems. The authors have made a special stand, the design of which allows for experimental studies of the load-bearing capacity, deformability and crack resistance of cross-beam systems under concentrated and distributed static loads. Samples of reinforced concrete and steel fiber concrete were tested, which are systems consisting of four mutually perpendicular beams of rectangular cross-section. The samples are reinforced in the lower zone with longitud

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Mohsin, Sharifah Maszura Syed, Rasheed Abed Hammood, Nur Farhayu Ariffin, Fadzil Mat Yahaya, Saffuan Wan Ahmad, and Khairunisa Muthusamy. "Mechanical Properties of Hybrid (Steel-Kenaf) Fiber Reinforced Concrete." In World Sustainable Construction Conference Series 2022. Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-reilnb.

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Fiber reinforced concrete is a commonly used material to cater for the shortcomings of concrete, such as low tensile strength, brittleness, and rapid crack propagation. This paper presents an experimental study on the mechanical properties of the hybrid (steel-kenaf) fiber added into concrete mixture. Two types of fibers, namely hooked-end steel fiber and kenaf fiber were considered. A control specimen without fibers was used to compare with fiber reinforced concrete mixture considering 1% and 2% volume fraction. Mechanical properties, i.e., workability, compressive strength and flexural stren

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"Failure of Over-Reinforced Hybrid Fiber Reinforced Polymer Concrete Beam Columns." In SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5616.

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"Early Age Fracture Behavior of Hybrid Fiber-Reinforced Concrete." In SP-192: 2000 Canmet/ACI Conference on Durability of Concrete. American Concrete Institute, 2000. http://dx.doi.org/10.14359/5799.

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Wang, Pu, Zhen Huang, Jing Jiang, and Yongjun Wu. "Performance of Hybrid Fiber Reinforced Concrete with Steel Fibers and Polypropylene Fibers." In International Conference On Civil Engineering And Urban Planning 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412435.081.

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FARIS, Meor Ahmad. "Physical and Mechanical Properties of Steel-Polypropylene Composites Reinforced OPC Concrete." In Composite Materials. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903636-11.

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Abstract. Fiber reinforced concrete (FRC) consists of a cement matrix with randomly dispersed fibers, enhancing its overall durability compared to conventional concrete. Ordinary Portland Cement (OPC) concrete faces significant challenges, and incorporating varying percentages of steel and polypropylene fibers may influence its physical and mechanical properties. This study aims to produce OPC-based reinforced concrete with composite fibers specifically, steel and polypropylene to determine the optimal fiber ratio for enhanced performance. The advantages of this research lie in identifying the

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Nguyen, Wilson, Gabriel Jen, Jacob F. Duncan, and Claudia P. Ostertag. "Effect of hybrid fiber reinforcement on corrosion-induced damage of reinforced concrete." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.181.

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Reports on the topic "Hybrid fiber reinforced concrete"

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

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Brady, Pamalee A., and Orange S. Marshall. Shear Strengthening of Reinforced Concrete Beams Using Fiber-Reinforced Polymer Wraps. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada359462.

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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. Defense Technical Information Center, 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), 2017. http://dx.doi.org/10.2172/1360687.

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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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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.), 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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Higgins, Christopher. Environmental Durability of Reinforced Concrete Deck Girders Strengthened for Shear with Surface Bonded Carbon Fiber-Reinforced Polymer. Portland State University Library, 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. National Institute of Standards and Technology, 2003. http://dx.doi.org/10.6028/nist.ir.6949.

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Higgins, Christopher. Environmental Durability of Reinforced Concrete Deck Girders Strengthened for Shear with Surface-Bonded Carbon Fiber-Reinforced Polymer: Final Report. Portland State University Library, 2009. http://dx.doi.org/10.15760/trec.86.

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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.), 2017. http://dx.doi.org/10.21079/11681/22771.

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