Relevant bibliographies by topics / Tensile Reinforcement

Contents

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

Academic literature on the topic 'Tensile Reinforcement'

Author: Grafiati
Published: 6 September 2023
Last updated: 26 July 2025

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Journal articles on the topic "Tensile Reinforcement"

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Wang, Yantao, Guangqing Yang, Lei Wang, Xujia Li, and Guomu Jiao. "Experimental Study on Reinforcement Properties of Tension-Resistant Reinforced Soil Retaining Wall." Buildings 14, no. 9 (2024): 2951. http://dx.doi.org/10.3390/buildings14092951.

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The tensioned reinforced soil retaining wall, a novel retaining structure, utilizes either anchors or geosynthetic materials as reinforcements that contribute to load-bearing and friction within the structure. This study aims to explore the tension distribution and strain patterns in the reinforcements, and their influence on the reinforced soil retaining walls. To this end, tensile, direct shear, and pullout tests were conducted on GeoStrap@5-50 geotextile strips and TGDG130HDPE geogrids to evaluate the tensile strength and interface strength between the reinforcement and the soil. The charac
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Mavlonov, Ravshanbek, Sobirjon Razzakov, and Sohiba Numanova. "Stress-strain state of combined steel-FRP reinforced concrete beams." E3S Web of Conferences 452 (2023): 06022. http://dx.doi.org/10.1051/e3sconf/202345206022.

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Steel reinforcements in reinforced concrete structures are susceptible to corrosion under different exposure conditions. This can lead to some disadvantages, including concrete deterioration, reduced long-term service life, increased cost of the structure due to re-strengthening measures, and reduced overall durability of the structure. In order to solve these problems, the issue of comprehensive use of Fiber reinforced polymer (FRP) reinforcements as an alternative to steel bars is urgent. FRP reinforcements have specific advantages including corrosion resistance, high tensile strength, densi
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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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Zeng, Ding, Hong Yu Lu, Bao Hong Hao, Hao Zheng Yu, and Yu Mi. "Experimental Study and Mechanism on the Corrosion of Stressed Reinforcement Bars." Key Engineering Materials 837 (April 2020): 109–15. http://dx.doi.org/10.4028/www.scientific.net/kem.837.109.

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In order to understand the influence of the tensile stress on the corrosion of reinforcement bars in civil engineering, the reinforcement bars specimens were put into the liquid corrosion tank made of hydrochloric acid and distilled water by applying the tension stress on the reinforcing frame to carry out rapid corrosion. The corrosion of reinforcement bars under different tension stresses was tested by using electrochemical polarization method. The metallographic examination of reinforcement bars was carried out through the section of reinforcement bars. The corrosion mechanism of the stress
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Salys, Donatas, Gintaris Kaklauskas, and Viktor Gribniak. "MODELLING DEFORMATION BEHAVIOUR OF RC BEAMS ATTRIBUTING TENSION-STIFFENING TO TENSILE REINFORCEMENT." Engineering Structures and Technologies 1, no. 3 (2009): 141–47. http://dx.doi.org/10.3846/skt.2009.17.

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After cracking, the stiffness of the member along its length varies, which makes the calculation of deformations complicated. In a cracked member, stiffness is largest in the section within the uncracked region while remains smallest in the cracked section. This is because in the cracked section, tensile concrete does not contribute to the load carrying mechanism. However, at intermediate sections between adjacent cracks, concrete around reinforcement retains some tensile force due to the bond-action that effectively stiffens member response and reduces deflections. This effect is known as ten
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Seo, Soo Yeon, Seung Joe Yoon, and Sang Koo Kim. "Tensile Capacity of Mechanical Bar Connection Corresponding to Detail of Screw on Bar Surface for Construction." Applied Mechanics and Materials 236-237 (November 2012): 693–96. http://dx.doi.org/10.4028/www.scientific.net/amm.236-237.693.

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This study is intended to investigate the performance depending on the screw type at the end part of reinforcement in the mechanical connection of high strength reinforcement with screws. Three types of mechanical connection were designed and tensile test was performed for those. The results presented that, although the end part of reinforcement was processed with screws, the reinforcement’s yield and tensile strength sufficiently appeared. But, its plastic deformation capacity after yielding fell 17~26% more than reinforcement.
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Darwis, Mardis, Rudy Djamaluddin, Rita Irmawaty, and Astiah Amir. "Analisis Pola Kegagalan Balok Sistem Rangka dengan Perkuatan di Daerah Tumpuan." Jurnal Penelitian Enjiniring 24, no. 1 (2020): 17–23. http://dx.doi.org/10.25042/jpe.052020.03.

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The previous research of using truss system reinforcement in the beam without concrete (BTR) in the tension zone causes a decrease in flexural capacity due to the failure in the area near the support. Therefore, it is necessary to add tensile reinforcement in the support zone. This study aims to analyze the ultimate capacity of the truss system concrete beam strengthened with tensile reinforcement and to analyze the effect of tensile reinforcement in support zone due to crack pattern. This study was conducted experimentally in the laboratory. The dimension of truss reinforced concrete specimen
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Park, Kyungho, Daehyeon Kim, Jongbeom Park, and Hyunho Na. "The Determination of Pullout Parameters for Sand with a Geogrid." Applied Sciences 11, no. 1 (2020): 355. http://dx.doi.org/10.3390/app11010355.

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The concept of designing mechanically stabilized earth (MSE) walls is divided into internal and external stability review methods, and one of the design factors required in internal stability analysis is the frictional characteristics between soil and geogrids for civil engineering applications. Typical methods for evaluating the frictional characteristics between soil and geogrids include the direct shear test and pullout test. It is desirable to apply the pullout test to geogrid reinforcements for pulling out geogrids embedded in soil, to measure both the surface-frictional force and passive
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Palmeira, Ennio, José Melchior Filho, and Ewerton Fonseca. "An evaluation of reinforcement mechanical damages in geosynthetic reinforced piled embankments." Soils and Rocks 45, no. 3 (2022): 1–15. http://dx.doi.org/10.28927/sr.2022.000522.

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The use of geosynthetic reinforcement in piled embankments over soft soils is an effective solution for the reduction of settlements and to increase the embankment stability. The most efficient position for the reinforcement layer is on the pile cap or head. However, a direct contact of the reinforcement with sharp edges may damage it, compromising its efficiency to transfer loads to the piles. This paper investigates the possibility of mechanical damages in geosynthetic reinforcements on pile caps by large scale laboratory tests. Tests with and without pieces of nonwoven geotextile protective
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Tarrés, Oliver-Ortega, Espinach, Mutjé, Delgado-Aguilar, and Méndez. "Determination of Mean Intrinsic Flexural Strength and Coupling Factor of Natural Fiber Reinforcement in Polylactic Acid Biocomposites." Polymers 11, no. 11 (2019): 1736. http://dx.doi.org/10.3390/polym11111736.

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This paper is focused on the flexural properties of bleached kraft softwood fibers, bio-based, biodegradable, and a globally available reinforcement commonly used in papermaking, of reinforced polylactic acid (PLA) composites. The matrix, polylactic acid, is also a bio-based and biodegradable polymer. Flexural properties of composites incorporating percentages of reinforcement ranging from 15 to 30 wt % were measured and discussed. Another objective was to evaluate the strength of the interface between the matrix and the reinforcements, using the rule of mixtures to determine the coupling fact
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Dissertations / Theses on the topic "Tensile Reinforcement"

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Demerdash, Magdy Adel. "An experimental study of piled embankments incorporating geosynthetic basal reinforcement." Thesis, University of Newcastle Upon Tyne, 1996. http://hdl.handle.net/10443/309.

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Basal reinforcement along with individually capped foundation piles is used in cases where both embankment stability and surface settlement control are required. The technique has been utilised to prevent differential settlement between new embankment construction over soft soil and an existing embankment where settlement has ceased. The piled embankment solution is also adopted to prevent differential settlement between an approach embankment constructed over soft soil and the piled foundations of a bridge abutment. The study was conducted to investigate the behaviour of an idealised piled em
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Nokhasteh, Mohammad-Ali. "Corrosion damaged reinforced concrete beams with debonded tensile span reinforcement." Thesis, University College London (University of London), 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.294542.

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Ostrofsky, David. "Effects of corrosion on steel reinforcement." [Tampa, Fla.] : University of South Florida, 2007. http://purl.fcla.edu/usf/dc/et/SFE0002258.

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Bertolla, Luca. "Mechanical Reinforcement of Bioglass®-Based Scaffolds." Doctoral thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2015. http://www.nusl.cz/ntk/nusl-234586.

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Bioactive glasses exhibit unique characteristics as a material for bone tissue engineering. Unfortunately, their extensive application for the repair of load-bearing bone defects is still limited by low mechanical strength and fracture toughness. The main aim of this work was two-fold: the reinforcement of brittle Bioglass®-based porous scaffolds and the production of bulk Bioglass® samples exhibiting enhanced mechanical properties. For the first task, scaffolds were coated by composite coating constituted by polyvinyl alcohol (PVA) and microfibrillated cellulose (MFC). The addition of PVA/MFC
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Peled, Alva, Zvi Cohen, Steffen Janetzko, and Thomas Gries. "Hybrid Fabrics as Cement Matrix Reinforcement." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77694.

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Hybrid systems with two or more fiber materials were used to combine the benefits of each fiber into a single composite product. Strength and toughness optimization of hybrid thin sheet composites has been studied extensively using combination of different fiber types with low and high modulus of elasticity. Hybrid reinforcement is more significant when the reinforcing structure is in fabric geometry. Fabric structure provides full control on the exact location of each yarn and its orientation in the composite during production, thus maximizes the reinforcing efficiency. A high-strength, high-
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DeYoung, Kenneth Lee. "Flexure shear response in fatigue of fiber reinforced concrete beams with FRP tensile reinforcement." Diss., Columbia, Mo. : University of Missouri-Columbia, 2007. http://hdl.handle.net/10355/4894.

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Thesis (M.S.)--University of Missouri-Columbia, 2007.<br>The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on March 24, 2008) Includes bibliographical references.
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Brown, Adrian D. "The use of carbon fibre reinforced cement as tensile reinforcement for concrete structural elements." Thesis, University of Bath, 1987. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.287533.

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Suncar, Oscar Ernesto. "Pullout and Tensile Behavior of Crimped Steel Reinforcement for Mechanically Stabilized Earth (MSE) Walls." DigitalCommons@USU, 2010. https://digitalcommons.usu.edu/etd/566.

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Many research studies made on hundreds of MSE walls have shown that in order to get lower values of lateral earth pressure coefficients from an active condition on the backfill soil, thus lower exerted loads and stresses on the reinforcement, the wall needs to yield. This is typical of extensible polymer-based wall systems, such as geosynthetics. Steel systems, on the other hand, are very rigid and do not allow enough deformation on the wall to generate the active condition. For this research, steel reinforcement for MSE walls that behaves similar to geosynthetics was developed. This was done
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Węcławski, Bartosz Tomasz. "The potential of bast natural fibres as reinforcement for polymeric composite materials in building applications." Thesis, Brunel University, 2015. http://bura.brunel.ac.uk/handle/2438/11670.

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Natural fibre composites (NFCs), which are polymers reinforced with cellulosic bast fibres, have the potential to be applied into a range of building products. They are seen as an alternative to glass fibre reinforced plastics (GFRP) in some applications, because of natural fibres (NF) relatively high strength and low density. Moreover, natural fibres have a set of beneficial traits, such as thermal insulation, thermal stability, biodegradability, and are inherently renewable. Those characteristics are of importance when NF are used as reinforcements in polymer composites, but developments in
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Gong, Ting. "Tensile behavior of high-performance cement-based composites with hybrid reinforcement subjected to quasi-static and impact loading." Technische Universität Dresden, 2020. https://tud.qucosa.de/id/qucosa%3A73914.

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Hochduktile Betone (Engl.: Strain-Hardening Cement-based Composites – SHCC) und Textilbetone (engl.: Textile Reinforced Concrete – TRC) sind zwei neuartige Faserbetone, die ein duktiles und dehnungsverfestigendes Zugverhalten aufweisen. SHCC bestehen aus feinkörnigen Zementmatrizen und kurzen Hochleistungspolymerfasern, während TRC eine Kombination aus feinkörnigen Zementmatrizen und kontinuierlichen zwei- oder dreidimensionalen Textilschichten darstellt. Letztere bestehen aus Multifilamentgarnen aus Kohlenstoff, alkalibeständigem Glas oder Polymerfasern. Die hohe elastische Verformbarkeit bei
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Books on the topic "Tensile Reinforcement"

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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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&lt;p&gt;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.&lt;p&gt; 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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In-plane reinforcement and tensile membrane stress effects on punching shear resistance: An experimental and analytical investigation. National Library of Canada, 1990.

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Zydroń, Tymoteusz. Wpływ systemów korzeniowych wybranych gatunków drzew na przyrost wytrzymałości gruntu na ścinanie. Publishing House of the University of Agriculture in Krakow, 2019. http://dx.doi.org/10.15576/978-83-66602-46-5.

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The aim of the paper was to determine the influence of root systems of chosen tree species found in the Polish Flysch Carpathians on the increase of soil shear strength (root cohesion) in terms of slope stability. The paper's goal was achieved through comprehensive tests on root systems of eight relatively common in the Polish Flysch Carpathians tree species. The tests that were carried out included field work, laboratory work and analytical calculations. As part of the field work, the root area ratio (A IA) of the roots was determined using the method of profiling the walls of the trench at a
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Book chapters on the topic "Tensile Reinforcement"

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Colombo, I., M. Colombo, A. Magri, G. Zani, and M. di Prisco. "Tensile Behavior of Textile: Influence of Multilayer Reinforcement." In High Performance Fiber Reinforced Cement Composites 6. Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_56.

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Sravanam, Sasanka Mouli, Umashankar Balunaini, and Madhira R. Madhav. "Reinforcement Tensile Forces in Back-to-Back Retaining Walls." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0368-5_19.

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Almughanni, Mahmoud, Basil Ibrahim, Hamdy M. Mohamed, and Brahim Benmokrane. "Tensile Strength of Newly Developed Thermoplastic GFRP Reinforcement Bars." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. https://doi.org/10.1007/978-3-031-61535-1_5.

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Hirakawa, D., M. Nojiri, H. Aizawa, et al. "Effects of the tensile resistance of reinforcement in the backfill on the seismic stability of GRS integral bridge." In New Horizons in Earth Reinforcement. CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-132.

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Ogrodowska, Karolina, Marek Urbański, and Andrzej Garbacz. "Effect of Hybridization of BFRP Bars on Their Microstructure and Mechanical Properties." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_42.

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AbstractThe FRP (Fiber Reinforced Polymer) bars are increasingly used as the main reinforcement of concrete structures, replacing traditional steel reinforcement. In this paper results of Basalt Fiber Reinforced Polymer bars (BFRP) modification by partial replacement of basalt fibers with carbon fibers were presented. The analysis of an effect of hybridization on a microstructure and mechanical properties of BFRP bars were performed. This analysis was thought out based on tests performed: tensile strength and shear strength and a microstructure observation with scanning electron microscope. Th
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Kulkarni, Omkar, Manideep Singh Thakur, Tippabhotla A. Kamakshi, Spandana Paritala, and Kolluru V. L. Subramaniam. "Evaluation of Tensile Behaviour of 3D Printed Concrete Assemblies with Reinforcement." In RILEM Bookseries. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-53389-1_7.

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García-Arrieta, Sonia, Essi Sarlin, Amaia De La Calle, Antonello Dimiccoli, Laura Saviano, and Cristina Elizetxea. "Thermal Demanufacturing Processes for Long Fibers Recovery." In Systemic Circular Economy Solutions for Fiber Reinforced Composites. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-22352-5_5.

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AbstractThe possibility of recycling glass (GF) and carbon fibers (CF) from fiber-reinforced composites by using pyrolysis was studied. Different fibers from composite waste were recovered with thermal treatment. The recycled fibers were evaluated as a reinforcement for new materials or applications. The main objective was to evaluate the fibers obtained from the different types of industrial composite waste considering the format obtained, the cleanliness and the amount of inorganic fillers and finally, the fibers quality. These characteristics defined the processes, sectors and applications
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Panchal, Manoj, G. Raghavendra, M. Omprakash, S. Ojha, and B. Vasavi. "Effect of Eggshell Particulate Reinforcement on Tensile Behavior of Eggshell–Epoxy Composite." In Lecture Notes in Mechanical Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-2696-1_38.

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Dey, Alinda, Aleksandr Sokolov, and Gintaris Kaklauskas. "Reinforcement Strain and Bond Stress in RC Tensile Members Using Strain Gauges." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-8465-7_39.

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Xiong, Qingcong, Xiujiang Shen, and Rensheng Pan. "Tensile Behavior and Fracture Characteristic of R-UHPFRC with Different Reinforcement Ratios." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-4698-2_46.

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Conference papers on the topic "Tensile Reinforcement"

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Chobotský, Tomáš, Martin Kubový, Adam Čítek, and Martin Kryštov. "Effects of Hydrogen Embrittlement on the Structure and Strength of Prestressing Reinforcement." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2027.

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&lt;p&gt;The paper focuses on studying the influence of hydrogen on the mechanical properties of prestressing reinforcement in bridge structures. An experimental system was developed in which gaseous hydrogen is produced on the surface of steel in an exposure aqueous solution due to cathodic polarization (application of a direct current source). This hydrogen diffuses into the structure of the steel reinforcement. The influence of hydrogen on the reduction of mechanical properties (yield strength, tensile strength, ductility) is subsequently evaluated through tensile testing during the exposit
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Berndt, C. C., S. Reddy, and M. L. Allan. "Optimization of Thermal Spray Parameters for Cathodic Protection of Reinforcement in Concrete." In CORROSION 1995. NACE International, 1995. https://doi.org/10.5006/c1995-95012.

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Abstract Thermal spraying of zinc as an anode material is an effective means of providing cathodic protection to reinforced concrete. An empirical modeling technique was used to optimize the properties of the zinc coating and make the thermal spray parameterization efficient. The two properties optimized in this study were tensile adhesion strength of the coating, which gives a measure of durability; and deposition efficiency, which is a measure of the process efficiency and, therefore, the process economics. A novel single wire arc plasma system was used to apply the zinc coatings. The parame
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Libre, Jr., Roneh Glenn D., Jason Maximino C. Ongpeng, and Julius Leaño Jr. "Mechanical Performance of Treated (Bamboo) Fiber Textile Using Wide-width Tensile Test." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2397.

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&lt;p&gt;Textile fiber reinforcement made of natural fibers provides a more environment-friendly approach by lowering the overall carbon footprint of construction. Bamboo Fiber Textiles (BFT) extracted from scrap &lt;i&gt;Bambusa blumeana &lt;/i&gt;(Bamboo) poles using 5 % Sodium Hydroxide solution and treated with 10% Aluminium Sulfate solution were used to twine cordages and plain textile grids. Bamboo cordages were subjected to direct tensile tests to determine the tenacity while plain grids with 20 mm spacing were subjected to tensile tests as described by ASTM D4595 or the Standard Test M
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Tinnea, J. S., and N. J. Feuer. "Evaluation of Structural Fatigue and Reinforcement Corrosion Inter-Relationships Using Close Grid Computer Generated Equipotential Mapping." In CORROSION 1985. NACE International, 1985. https://doi.org/10.5006/c1985-85259.

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Abstract The study of the effect of concrete fatigue upon the corrosion of embedded steel reinforcement has increased in recent years(1-6). Unfortunately, major investigative practicalities remain to be resolved before concrete fatigue/steel corrosion relationships are fully understood(6). A condition and rating report of a coastal highway bridge in Oregon indicated that corrosion related deterioration of a structural member generally occurred either where the concrete was subjected to repeated tensile forces or where the concrete cover over the reinforcement was less than 0.5" (1.27 cm)(7). T
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Viloria, Adrian, Andres Winston Oreta, and Lessandro Estelito Garciano. "Parametric Study on Reinforced Concrete Joint with Quench-Tempered Steel." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2681.

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&lt;p&gt;Reinforced concrete (RC) moment frames are broadly used in the Philippines and are usually employed with ductile micro-alloyed (MA) rebars. Yet, quenched-tempered (QT) rebars are gradually replacing MA rebars in spite of concerns about their performance under low-cycle fatigue conditions induced by seismic events. This study examines RC beam-column joint through finite element analysis using the Coupled Damage-Plasticity Micro-Plane Concrete Model, which revealed that QT reinforcements contribute to a 19% load capacity increase at an expense of 7%-69% ductility and rapid crack propaga
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Pedersen, Lars Thorslund, and Claus Kynding Jensen. "Fiber Reinforced Crack Resistant Epoxy Coatings." In CORROSION 2006. NACE International, 2006. https://doi.org/10.5006/c2006-06038.

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Abstract Three types of reinforcement fibers have been tested in epoxy formulations to make them more resistant to cracking. Stress strain analysis showed significant improvement in both tensile strength and elongation. Thermal cyclic test showed that fibers significantly inhibit the propagation of cracks. Synthetic mineral fibers were found to give the best performance of the tested fibers. No adverse effects on anti corrosive properties were observed.
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Pira, Jenny, Fabián Lamus, Juan Lizarazo, Patricia Luna, and Juan Reyes. "Flexural experimental assessment of ductility of SFRC beams using longitudinal reinforcing bars." 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.2024.0113.

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&lt;p&gt;Nowadays, products are available to improve the performance of reinforced concrete elements, such as short fibers, which are available in different geometries and aspect ratios. However, the regulations and standards for building construction do not allow its use in elements of the seismic resistance system. Therefore, a composite material called SFRC (steel fiber reinforced concrete) is being widely used in slabs, shells, or coatings as reinforcement to replace welded wire meshes or as a control system for shrinkage and pressure cracks in tunnels. For this research, SFRC specimens we
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Zawam, Mohamed, Eid Bader, and Julien Saade. "Fire Behavior of GFRP Reinforced Concrete: State of the Art Review." In MECC 2023. AMPP, 2023. https://doi.org/10.5006/mecc2023-19957.

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Abstract Corrosion of the reinforcing steel is the primary cause of premature deterioration of reinforced concrete structures, and affects their functionality and safety. The non-corroding properties of GFRPs, their high tensile strength, and their high stiffness to weight ratio made them very attractive substitute to conventional reinforcing steel. The widespread acceptance of the usage of GFRP bars in concrete reinforcement applications has been delayed due to their relatively high initial costs, low elastic moduli and lack of design knowledge. There are also concerns about the behavior of G
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"Tensile Capacities of CFRP Anchors." In SP-230: 7th International Symposium on Fiber-Reinforced (FRP) Polymer Reinforcement for Concrete Structures. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14824.

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"Tensile Strength of Continuous Fiber Bar Under High Temperature." In SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium. American Concrete Institute, 1993. http://dx.doi.org/10.14359/3954.

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Reports on the topic "Tensile Reinforcement"

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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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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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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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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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Rahman, Mohammad, Ahmed Ibrahim, and Riyadh Hindi. Bridge Decks: Mitigation of Cracking and Increased Durability—Phase III. Illinois Center for Transportation, 2020. http://dx.doi.org/10.36501/0197-9191/20-022.

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Early-age cracking in concrete decks significantly reduces the service life of bridges. This report discusses the application of various concrete mixtures that include potential early mitigation ingredients. Large-scale (7 ft × 10 ft) experimental bridge prototypes with similar restraint conditions found in actual bridges were poured with different concrete mixtures to investigate mitigation techniques. Portland cement (control), expansive Type K cement, internally cured lightweight aggregate (LWA), shrinkage-reducing admixture (SRA), and gypsum mineral were investigated as mitigating ingredie
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Garcia Aramendiz, Johan Sebastián, Leonardo Forero Varela, and Jorge Alberto Medina Perilla. Evaluation of the effect of cellulose nanofibers in thermoplastic starch films. Universidad de los Andes, 2024. https://doi.org/10.51573/andes.pps39.ss.bbb.9.

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Thermoplastic starches (TPS) are important bio-based, biodegradable polymers used in flexible packaging. However, their mechanical properties, processability, and high hydrophilicity limit their applications. This study examines the effects of chemical modifications and mechanical reinforcements on TPS matrices. Combinations of native and acetylated TPS, reinforced with native (CNF) and acetylated cellulose nanofibers (CNFA) at 1%, 2%, 3%, and 10%, were analyzed. TPS films were prepared with CNF using compression molding, followed by structural, morphological, mechanical, and hygroscopic analy
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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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REPAIRING EFFECT OF DOUBLE-SIDED ARRAY STEEL-RODS REINFORCEMENT METHOD FOR U-RIB CRACKS. The Hong Kong Institute of Steel Construction, 2025. https://doi.org/10.18057/ijasc.2025.21.1.7.

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U-rib cracks are one of the typical fatigue cracking modes in steel box girders. To address this issue, a double-sided reinforcement technique, incorporating microstructural damage by using steel rods and steel plates, was proposed. The mechanical performance of steel-rod reinforcement (SRR) and steel-rod plate reinforcement (SRPR) was evaluated using a series of compact tension-shear (CTS) specimens under varying loading angles. Subsequently, finite element models were employed to simulate and compare the maintenance effects of the two configurations. Finally, field application and monitoring
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LOAD TRANSFER MECHANISM OF STEEL GIRDER-RC PIER CONNECTION IN COMPOSITE RIGID-FRAME BRIDGE. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.286.

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The composite rigid-frame bridge, where the steel girder and the reinforced concrete (RC) pier are rigidly connected, has a high bearing capacity and superior long-term performance. The steel girder-RC pier connection is the critical detail for the design of such a structural form. To this end, a detailed review of composite rigid-frame bridges in China and abroad was carried out to summarize various forms of connections and evaluate their applicability. A novel connection type was then proposed to improve the connective performance between steel plate girders and RC piers. Threedimensional fi
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