Relevant bibliographies by topics / Bond reinforcement with concrete

Contents

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

Academic literature on the topic 'Bond reinforcement with concrete'

Author: Grafiati
Published: 30 May 2022
Last updated: 31 July 2025

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Journal articles on the topic "Bond reinforcement with concrete"

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Hollý, Ivan. "Experimental Investigation of Bond between GFRP Reinforcement and Concrete." Solid State Phenomena 309 (August 2020): 140–45. http://dx.doi.org/10.4028/www.scientific.net/ssp.309.140.

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The reinforcing steel embedded in concrete is generally protected against corrosion by the high alkalinity (pH = 12.5 to 13.5) of the concrete pore solution. The structural degradation of concrete structures due to reinforcement’s corrosion has an impact on the safety, serviceability and durability of the structure. The corrosion of reinforcements in the construction of a transport infrastructure (especially bridges), parking areas, etc., is primarily initiated by chlorides from de-icing salts. Glass fiber reinforcement polymer (GFRP) bars are suitable alternatives to steel bars in reinforced
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Ma, Zhangyong, Qingrui Yue, and Zhihua Chen. "A Beam Test Study on the Bond Performance between Epoxy-Coated Reinforcement and Geopolymer Concrete." Buildings 13, no. 2 (2023): 430. http://dx.doi.org/10.3390/buildings13020430.

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An epoxy-coated reinforcement geopolymer concrete structure with good durability and energy-saving properties can be formed by combining epoxy-coated reinforcement and geopolymer concrete. The bond strength is the precondition for the two to work together. In this paper, 13 beam specimens (11 epoxy-coated reinforcements and 2 ordinary deformed reinforcements) were designed to investigate the influence of the strength of geopolymer concrete, diameter of the reinforcement, bonding length and type of reinforcement on the bond performance between reinforcement and geopolymer concrete. The test res
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Bilčík, Juraj, and Ivan Hollý. "Experimental Analysis of Reinforcement Corrosion on Bond Behaviour." Advanced Materials Research 1106 (June 2015): 140–43. http://dx.doi.org/10.4028/www.scientific.net/amr.1106.140.

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The corrosion of reinforcement is the major cause of damage of reinforced concrete structures. This has an impact on safety, serviceability and durability of the structure. The corrosion of steel in concrete reduces the cross sectional area of the reinforcement and decreases the bond between reinforcement and concrete. Corrosion products have a higher volume than steel, which produces internal stresses that lead to the cracking and spalling of the concrete cover. The paper analyses the effect of the chloride-initiated corrosion of reinforcements on bond behaviour.
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Pokorný, P., J. Čech, P. Tej, and M. Vokáč. "The influence of total reinforcement anchorage length on misinterpretation of the impact of hot-dip galvanised steel corrosion on its bond strength with concrete." Koroze a ochrana materialu 60, no. 1 (2016): 13–20. http://dx.doi.org/10.1515/kom-2016-0003.

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Abstract To begin with, the intorduction of this paper summarises literature sources that wrongly interpret results of the bond strength between hot-dip galvanised reinforcements and concrete. The influence of the total reinforcement anchorage length on the bond strength results assessment was studied in detail. The numeric analysis of beam models with various testing anchorage lengths (the analysis input data comprised the results of previous bond strength tests carried out in a laboratory) unambiguously confirmed that when the bond strength between concrete and hot-dip galvanised reinforceme
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Ahlborn, Theresa M., and Timothy C. DenHartigh. "Comparative Bond Study of Stainless and High-Chromium Reinforcing Bars in Concrete." Transportation Research Record: Journal of the Transportation Research Board 1845, no. 1 (2003): 88–95. http://dx.doi.org/10.3141/1845-10.

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Concrete bridge decks in corrosive environments have used several methods to prevent corrosion of the reinforcing steel including the use of alternative steels as reinforcement. While research has been conducted on corrosion resistance, very little information is available about the bond strength of alternative metallic reinforcement such as solid stainless steels and high-strength, high-chromium (HSHC) alloys. Therefore, the tensile bond strengths of three alternative metallic steel reinforcements in concrete are compared with conventional A615 Grade 60 steel reinforcement. Two types of stain
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Kadlec, Jaroslav, Ivailo Terzijski, František Girgle, and Lukáš Zvolánek. "Effect of Lightweight Concrete Density on Bond Strength." Advanced Materials Research 1106 (June 2015): 33–36. http://dx.doi.org/10.4028/www.scientific.net/amr.1106.33.

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The main objective of this paper is connected with the search of an optimal anchorage length of reinforcement in lightweight and ultra-lightweight concretes. Experimentally obtained values of the bond stress between lightweight concrete and reinforcing bars are presented. The density classes of lightweight concrete were D1,0, D1,2 and D1,4. The results are compared with equal ones of normal density concrete. The tests with ordinary reinforcement and with non-metallic hybrid reinforcement C-GFPR (30% portion of carbon fibres) were conducted.
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Hermawan, Harry, Mustafa Mert Tezer, Willy Verstraete, Nele de Belie, Pedro Serna, and Elke Gruyaert. "Bond behaviour evaluation between steel reinforcement and self-healing concrete containing non-axenic biomasses." MATEC Web of Conferences 378 (2023): 02009. http://dx.doi.org/10.1051/matecconf/202337802009.

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Although steel reinforcements are used to withstand tensile forces in concrete, cracks are an unavoidable phenomenon. The presence of cracks, in fact, increases the risk for lowering the service life and durability of concrete structures. A critical issue occurs when due to splitting forces, cracks appear in concrete along the tensioned rebars which damage the bonding between the steel and concrete matrix. As a mitigation plan, the cracks should be healed at short notice and the bonding has to be recovered by the potential use of healing agents. This paper aims to investigate the bond behaviou
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Benin, Andrey, Galina Bogdanova, and Sergey Semenov. "Experimental Study and Mathematical Modeling of Bond of Different Types Winding Glass-Plastic Reinforcement with Concrete." Applied Mechanics and Materials 617 (August 2014): 215–20. http://dx.doi.org/10.4028/www.scientific.net/amm.617.215.

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The experimental studies of flat and relief glass-plastic reinforcement bond with concrete were conducted. The comparative analysis of obtained experimental data with results of other researchers in field of reinforcement and concrete bond was made. It was identified that composite reinforcement with flat winding has better bond characteristics in comparison with steel reinforcement and other winding types composite reinforcement. The analytical dependencies, allowing to simulate the process of fiber-plastic reinforcement bond with concrete, were obtained. The finite element modeling of deform
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Tumingan, Tumingan, and Salma Alwi. "T Ikatan Baja Tulangan Pada Beton Pond Ash Sebagai Pengganti Sebagian Pasir." Jurnal Poli-Teknologi 19, no. 1 (2020): 71–78. http://dx.doi.org/10.32722/pt.v19i1.2730.

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Pond ash concrete bond is expected to increase bond strength, because in previous studies pond ash concrete resulted in increased mechanical properties of concrete. Bond strength is the bonding mechanism between steel reinforcement and concrete in reinforced concrete construction as the main tool to transfer internal strength between reinforcement and concrete. In this study, a total of thirty-six cylinder concrete with a diameter of 15 cm and a height of 30 cm. Variations of the test parameters are three reinforcement diameters of 12 mm, 16 mm and 25 mm and two types of reinforcement namely p
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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.

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The reinforcing steel embedded in concrete is generally protected against corrosion by the high alkalinity (pH = 12.5 to 13.5) of the concrete pore solution. The structural degradation of concrete structures due to reinforcement’s corrosion has an impact on the safety, serviceability and durability of the structure. The corrosion of reinforcements in the construction of a transport infrastructure (especially bridges), parking areas, etc., is primarily initiated by chlorides from de-icing salts. When corrosion is initiated, active corrosion results in a volumetric expansion of the corrosion pro
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Dissertations / Theses on the topic "Bond reinforcement with concrete"

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Yu, Zhenmin. "Relative bond characteristics of epoxy-coated reinforcement." Thesis, University of Leeds, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.277400.

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Baena, Muñoz Marta. "Study of bond behaviour between FRP reinforcement and concrete." Doctoral thesis, Universitat de Girona, 2011. http://hdl.handle.net/10803/7771.

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El uso de barras de materiales compuestos (FRP) se propone como una alternativa efectiva para las tradicionales estructuras de hormigón armadas con acero que sufren corrosión en ambientes agresivos. La aceptación de estos materiales en el mundo de la construcción está condicionada a la compresión de su comportamiento estructural. Este trabajo estudia el comportamiento adherente entre barras de FRP y hormigón mediante dos programas experimentales. El primero incluye la caracterización de la adherencia entre barras de FRP y hormigón mediante ensayos de pull-out y el segundo estudia el proceso de
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Giroldo, Fernanda. "Bond strength between mesh reinforcement and concrete at elevated temperatures." Thesis, University of Manchester, 2011. https://www.research.manchester.ac.uk/portal/en/theses/bond-strength-between-mesh-reinforcement-and-concrete-at-elevated-temperatures(1ed2c861-9c1a-44bb-a080-30cb7810a94c).html.

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This thesis investigates, using finite element modelling and experimental investigation, the fracture of mesh reinforcement in composite floor slabs at elevated temperatures. The main objective of the research is the study of the bond strength between the welded mesh reinforcement and concrete at elevated temperatures, since this was found to be the principal behaviour that governs the fracture of the reinforcement in a composite floor slab.The experimental programme included steady state and transient pull-out tests carried out at temperatures varying from 20°C to 1000°C. However, unlike prev
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Levy, Kelly Rebecca. "Bond behavior of prestressed reinforcement in beams constructed with self-consolidating concrete." Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/LEVY_KELLY_6.pdf.

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Du, Qixin. "Finite Element Modelling of Steel/Concrete Bond for Corroded Reinforcement." Thesis, Université d'Ottawa / University of Ottawa, 2015. http://hdl.handle.net/10393/33465.

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Reinforcement corrosion is the most common deterioration problem observed in reinforced concrete (RC) structures located at coastal or cold regions. The corrosion process can impact the performance of these structures by inducing damage on the bonding action between concrete and steel, either by the splitting of the concrete cover due to the volumetric expansion of corrosion products or the lubricant effect at the steel/concrete interface as the corrosion by-products accumulate. The current research aims at investigating corrosion-induced deterioration of bond between steel and concrete throug
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Abdullah, Ramli Bin. "Bond behaviour of fusion bonded epoxy coated reinforcement : influence of bar rib geometry." Thesis, Heriot-Watt University, 1992. http://hdl.handle.net/10399/805.

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García, Taengua Emilio José. "Bond of Reinforcing Bars to Steel Fiber Reinforced Concrete (SFRC)." Doctoral thesis, Universitat Politècnica de València, 2013. http://hdl.handle.net/10251/32952.

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The use of steel fiber reinforced concrete (SFRC hereafter) is becoming more and more common. Building codes and recommendations are gradually including the positive effect of fibers on mechanical properties of concrete. How to take advantage of the higher ductility and energy absorption capacity of SFRC to reduce anchorage lengths when using fibers is not a straightforward issue. Fibers improve bond performance because they confine reinforcement (playing a similar role to that of transverse reinforcement). Their impact on bond performance of concrete
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Li, Xin Hughes Mary Leigh. "Finite element modeling of skewed reinforced concrete bridges and the bond-slip relationship between concrete and reinforcement." Auburn, Ala., 2007. http://repo.lib.auburn.edu/EtdRoot/2007/FALL/Civil_Engineering/Thesis/Li_Xin_24.pdf.

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Abosrra, L. R. "Corrosion of steel reinforcement in concrete : corrosion of mild steel bars in concrete and its effect on steel-concrete bond strength." Thesis, University of Bradford, 2010. http://hdl.handle.net/10454/5417.

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This thesis reports on the research outcome of corrosion mechanism and corrosion rate of mild steel in different environments (saline, alkaline solutions and concrete media) using potentiodynamic polarization technique. The study also included the effect of corrosion on bond strength between reinforcing steel and concrete using pull-out test. Corrosion of mild steel and 316L stainless steel with different surface conditions in 1, 3 and 5% saline (NaCl + Distilled water) was investigated. Specimens ground with 200 and 600 grit silicon carbide grinding paper as well as 1μm surface finish (polish
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Bajarwan, Abdullah A. "A new method for modelling reinforcement and bond in finite element analysis of reinforced concrete." Thesis, Loughborough University, 1989. https://dspace.lboro.ac.uk/2134/6734.

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In conventional finite element analysis of reinforced concrete the steel bars are normally assumed to lie along the concrete element edges and very often the bond gripping the steel to the concrete is assumed to be infinitely stiff. The first assumption makes it difficult to model all steel bars leading to the inclusion of only a few representative bars. Shear reinforcement is usually ignored. Thin concrete cover also creates difficulty by causing long thin finite elements in that region. The second assumption does not reflect the true behaviour of the system. In this research a new method for
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Books on the topic "Bond reinforcement with concrete"

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béton, Fédération internationale du, ed. Bond of reinforcement in concrete: State-of-art report. International Federation for Structural Concrete, 2000.

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T, Leon Roberto, and Gergely Peter, eds. Bond and development of reinforcement: A tribute to Dr. Peter Gergely. ACI International, 1998.

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Frederick, Young John, and Construction Engineering Research Laboratory, eds. Synthetic fiber reinforcement for concrete. US Army Corps of Engineers, Construction Engineering Research Laboratory, 1992.

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International Symposium on Corrosion of Reinforcement in Concrete Construction (3rd 1990 Wishaw, England). Corrosion of reinforcement in concrete. Published for the Society of Chemical Industry by Elsevier Applied Science, 1990.

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Asmara, Yuli Panca. Concrete Reinforcement Degradation and Rehabilitation. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-5933-4.

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C, Andrade, and Comité euro-international du béton, eds. Coating protection for reinforcement. T. Telford, 1995.

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B, Bamforth P., Figg J. W, and International Symposium on Corrosion of Reinforcement in Concrete Construction (4th : 1996 : Cambridge, England), eds. Corrosion of reinforcement in concrete construction. Royal Society of Chemistry, Information Services, 1996.

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Establishment, Building Research, ed. Concrete: Cracking and corrosion of reinforcement. Building Research Establishment, 1993.

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ACI Committee 421. Guide to shear reinforcement for slabs. American Concrete Institute, 2008.

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Statens råd för byggnadsforskning (Sweden), ed. Force transfer from cracking concrete to reinforcement. Swedish Council for Building Research, 1989.

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Book chapters on the topic "Bond reinforcement with concrete"

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Holschemacher, K., A. Ali, and S. Iqbal. "Bond of reinforcement in lightweight concrete." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-210.

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Urbański, Marek, Elżbieta Szmigiera, Grzegorz Adamczewski, Piotr P. Woyciechowski, and Kostiantyn Protchenko. "Bond Characteristics of BFRP and GFRP Bars in Concrete with Additives—Results from a Beam Test Study." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_41.

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AbstractThis article presents a comparative analysis of the bond behavior of steel bars in concrete and bars made of basalt fiber-reinforced polymer (BFRP) and glass fiber-reinforced polymer (GFRP) in modified concrete. While steel bars have been the conventional choice for reinforcement in concrete structures, their bonding properties are well established. In contrast, FRP bars possess distinct mechanical and physical properties, which can lead to different bonding behavior in concrete. The study investigated the effects of concrete properties and bar characteristics on the bond behavior of G
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Libby, James R. "Flexural-Shear Strength, Torsional Strength, and Bond of Prestressed Reinforcement." In Modern Prestressed Concrete. Springer US, 1990. http://dx.doi.org/10.1007/978-1-4615-3918-6_6.

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Bos, Freek, Steven Dezaire, Zeeshan Ahmed, Anne Hoekstra, and Theo Salet. "Bond of Reinforcement Cable in 3D Printed Concrete." In RILEM Bookseries. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-49916-7_60.

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van Breugel, K., and M. S. Sule. "Development of bond between reinforcement steel and early-age concrete." In Finite Elements in Civil Engineering Applications. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211365-21.

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Nagaraju, T. Vamsi, and Alireza Bahrami. "Development of Sustainable Concrete Using Treated Bamboo Reinforcement." In Sustainable Structures and Buildings. Springer International Publishing, 2024. http://dx.doi.org/10.1007/978-3-031-46688-5_3.

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AbstractDue to the expanding global population and rising per capita consumption, there has been an increase in the demand for environmentally friendly building materials in recent years. Moreover, the quest for steel and cement alternatives has become more crucial. Any substitute materials must be reasonably priced, fast growing, equivalent in the strength and characteristics, and environmentally friendly. In the current chapter, first, a tensile strength test was conducted on available bamboo strips to determine their ultimate strength and other engineering characteristics. Then, bitumen and
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Thrane, L. N., C. Pade, C. Idzerda, and M. Kaasgaard. "Effect of Rheology of SCC on Bond Strength of Ribbed Reinforcement Bars." In Design, Production and Placement of Self-Consolidating Concrete. Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-9664-7_31.

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Clement, Jean-Luc, Jacky Mazars, and Adam Zaborski. "A Damage Model for Concrete Reinforcement Bonds in Composite Concrete Structures." In Brittle Matrix Composites 1. Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4319-3_30.

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Kothari, Vineet, and Hemanth Kamplimath. "Effect of Surface Corrosion of Steel Reinforcement on Bond Strength Characteristics of Concrete." In Lecture Notes on Multidisciplinary Industrial Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3254-2_15.

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Kustermann, Andrea, Benjamin Wolf, Milena Klose, et al. "Investigation on the Bond Behaviour of Basalt Reinforcement in Concrete by Microcrack Evaluation." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. https://doi.org/10.1007/978-3-031-80672-8_49.

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Conference papers on the topic "Bond reinforcement with concrete"

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Hock, Vincent F., Sean W. Morefield, Donna C. Day, Charles A. Weiss, Philip G. Malone, and Cullen L. Hackler. "The Use of Vitreous Enamel Coatings to Improve Bonding and Reduce Corrosion in Concrete Reinforcing Steel." In CORROSION 2008. NACE International, 2008. https://doi.org/10.5006/c2008-08220.

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Abstract A series of vitreous enamel coatings that contain hydraulically reactive calcium silicates have been developed to improve the performance and service life of steel used as reinforcement in concrete structures. The new series of enamel coatings combine a layer of alkaline-resistant basecoat glass enamel with an outer coating of glass enamel that incorporates dicalcium silicate and tricalcium silicate. The basecoat protects the steel while the calcium silicates in the outer layer hydrate when placed in fresh concrete and bond tightly to the surrounding concrete paste. The bond strength
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Schmidt, Christopher, Martin Classen, and Josef Hegger. "Bond behaviour and crack development in non-metallic textile- reinforced concrete members under cyclic loading with regard to serviceability." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0097.

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<p>Non-metallic reinforcement increases the sustainability of concrete structures by facilitating a substitution of conventional reinforcing steel and allowing for a design of slender members with a reduced concrete cover or an increase in structural capacity. These advances draw attention to serviceability criteria, such as crack width limitation, which become decisive for design. To characterise the bond behaviour and the crack development under cyclic loading, experimental investigations were conducted using uniaxial tensile tests. The bond behaviour was detected with fibre optic sens
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"Bond-Slip Relationship for Externally-Bonded FRP with Limited Bond Length." In SP-275: Fiber-Reinforced Polymer Reinforcement for Concrete Structures 10th International Symposium. American Concrete Institute, 2011. http://dx.doi.org/10.14359/51682433.

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Abdellatef, Mohammed, Elsayed Salem, David Lau, Lauren Stenroos, and Mohammed Alnaggar. "Bond degradation of corroded reinforcement: an experimental and numerical study." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.048.

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"Bond of GFRP Rebars to Ordinary-Strength Concrete." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/3930.

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"Bond of Reinforcement in Ultra High-Strength Concrete." In SP-228: 7th Intl Symposium on the Utilization of High-Strength/High-Performance Concrete. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14489.

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Neumann, Julia, Kristina Farwig, Rolf Breitenbücher, and Manfred Curbach. "Thin Concrete Overlays with Carbon Reinforcement." In 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/wpqei36n.

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In many countries like Germany, concrete pavements are normally built as Jointed Plain Concrete Pavements (JPCP). Due to a lack of alternatives, maintenance of concrete pavements usually requires a replacement of the whole pavement structure, which is labour- and resource-intensive. Therefore, new techniques like the application of thin concrete overlays as a partial repair of deteriorated concrete pavements have been developed. As a major disadvantage of such overlays, the existing joints in the retained concrete bottom-layer have to be transferred in the overlay in order to avoid reflection
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"Evaluation of Bond Performance in Reinforced Concrete Structures." In SP-180: Bond and Development of Reinforcement - A Tribute to Dr. Peter Gergely. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5870.

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"Bond Properties of High-Strength Fiber Reinforced Concrete." In SP-180: Bond and Development of Reinforcement - A Tribute to Dr. Peter Gergely. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5889.

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"Bond of Ribbed Bars Modeled through Concrete Confinement." In SP-180: Bond and Development of Reinforcement - A Tribute to Dr. Peter Gergely. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5878.

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Reports on the topic "Bond reinforcement with concrete"

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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.), 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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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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Ko, Yu-Fu, and Jessica Gonzalez. Effects of Low-Cycle Fatigue Fracture of Longitudinal Reinforcing Steel Bars on the Seismic Performance of Reinforced Concrete Bridge Piers. Mineta Transportation Institute, 2024. http://dx.doi.org/10.31979/mti.2024.2328.

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Earthquakes, which can cause tremendous local stress and strain on infrastructure, can cause reinforced concrete (RC) bridges to collapse due to the concrete cracking and fracture of the steel reinforcement rebars. The fracture of longitudinal reinforcing steel due to low-cycle fatigue is one of the main causes of failure in RC structures under earthquake loading. The purpose of this research is to include the effects of low-cycle fatigue fracture of longitudinal reinforcing steel bars on the seismic performance of reinforced concrete bridge piers. To obtain a greater understanding of low-cycl
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Andrawes, Bassem, Ernesto Perez Claros, and Zige Zhang. Bond Characteristics and Experimental Behavior of Textured Epoxy-coated Rebars Used in Concrete Bridge Decks. Illinois Center for Transportation, 2022. http://dx.doi.org/10.36501/0197-9191/22-001.

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The deterioration of bridge decks is a problem typically associated with the corrosion of the reinforcing steel. This issue was partially controlled during the 1970s with the incorporation of the epoxy-coating protection system. However, research later demonstrated that the smooth surface resulting from the epoxy-coating application reduces most of the friction between the rebar and the surrounding concrete. Consequently, forces acting on the rib faces are reconfigured in such a way that the radial components increase, triggering the early development of cracks. To mitigate both the reduction
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Herz, Jonas, Sophia Hefenbrock, Katharina Lorenz, Dirk Muscat, and Nicole Strübbe. Polyketone-polypropylene core-shell fibers for concrete reinforcement. Universidad de los Andes, 2024. https://doi.org/10.51573/andes.pps39.gs.ff.1.

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Abstract:
Corrosion of commonly used steel reinforcements weakens the structural strength of concrete. To address this issue, research was conducted on concrete reinforcements in the form of polymer fibers. These polymer fibers need concrete bonding ability and good mechanical properties. This study investigates core-shell fibers produced from polyketone and polypro pylene mixed with a compatibilizer. The core-shell fibers were produced by coextrusion and drawing. The fibers were analyzed by tensile tests, a single fiber pull-out test, contact angle measurements, scanning electron microscopy, and thermo
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Barna, Lynette A., Jr Smith, Bernier Charles E., Smart Andrew, Scholz Aaron, and Ann M. Assessment of Asphalt Concrete Reinforcement Grid in Flexible Pavements. Defense Technical Information Center, 2016. http://dx.doi.org/10.21236/ada631961.

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Ramirez, J., and Gerardo Aguilar. Shear Reinforcement Requirements for High-Strength Concrete Bridge Girders. Purdue University, 2005. http://dx.doi.org/10.5703/1288284313393.

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Graybeal, Benjamin, and Stephen Pessiki. Confinement Effectiveness of High Strength Spiral Reinforcement in Prestressed Concrete Piles. Precast/Prestressed Concrete Institute, 1998. http://dx.doi.org/10.15554/pci.rr.seis-019.

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Frosch, Robert, Christopher Mosley, and Ahmet Tureyen. Performance-Related Specifications for Concrete Bridge Superstructures, Volume 3: Nonmetallic Reinforcement. Purdue University, 2002. http://dx.doi.org/10.5703/1288284313291.

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Buban, James. The influence of surface reinforcement on concrete failure under shear loading. Iowa State University, 2019. http://dx.doi.org/10.31274/cc-20240624-1457.

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