Relevant bibliographies by topics / Composite reinforced concrete Effect of temperature on Testing

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Academic literature on the topic 'Composite reinforced concrete Effect of temperature on Testing'

Author: Grafiati
Published: 10 December 2022
Last updated: 31 July 2025

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Journal articles on the topic "Composite reinforced concrete Effect of temperature on Testing"

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Manoj Kumar Rath. "Condition Assessment of a Reinforced Concrete Residential Building using Non-destructive Testing Methods - A Case Study." Electronic Journal of Structural Engineering 21 (November 30, 2021): 18–33. http://dx.doi.org/10.56748/ejse.21288.

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The present study deals with both experimental and numerical investigation on buckling effects of laminated composite plates subjected to varying temperature and moisture. A simple laminated plate model is developed for the buckling of composite plates subjected to adverse hygrothermal loading. A computer program based on FEM in MATLAB environment is developed to perform all necessary computations. The woven fiber Glass/Epoxy specimens were hygrothermally conditioned in a humidity cabinet where theconditions were maintained at temperatures of 300K-425K and relative humidity (RH) ranging from 0
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K. Ali, Ola, Amer M. Ibrahim, Abbas Hatif naji, and Ibrahim A. Ali. "Shear Connectors Behavior Under Elevated Temperature: A review." Bilad Alrafidain Journal for Engineering Science and Technology 3, no. 2 (2024): 134–53. http://dx.doi.org/10.56990/bajest/2024.030210.

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A composite member is described as a structural steel shape that has been built up or rolled and filled with concrete, covered in reinforced concrete, or structurally attached to a slab of reinforced concrete. The shear connection between the steel beam and the concrete slab is the primary component of the composite beam. In risky situations, like building fires, the performance of a composite structures and steel structures are heavily dependent on the execution of connection. Numerous kinds of shear connectors exist and being utilized in the construction engineering rendering to their use. T
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Protchenko, Kostiantyn. "Residual Fire Resistance Testing of Basalt- and Hybrid-FRP Reinforced Concrete Beams." Materials 15, no. 4 (2022): 1509. http://dx.doi.org/10.3390/ma15041509.

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The fire resistance of fiber-reinforced polymer reinforced concrete (FRP-RC) elements depends on the temperature performance of the original concrete member, the fire scenario, and FRP reinforcement behavior. In this study, fire resistance tests are described, along with the characteristics obtained during and after applying elevated temperatures, simulating the effects of fire. The tested beams were reinforced with basalt (BFRP) bars and with a hybrid composite of carbon fibers and basalt fibers (HFRP) bars. Fire tests were performed on full-scale beams, in which the midsections of the beams
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Mukhtar, Faisal M., and Olaniyi Arowojolu. "Recent developments in experimental and computational studies of hygrothermal effects on the bond between FRP and concrete." Journal of Reinforced Plastics and Composites 39, no. 11-12 (2020): 422–42. http://dx.doi.org/10.1177/0731684420912332.

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The performance of fiber reinforced polymer externally bonded to concrete is greatly influenced by the environmental conditions to which it is exposed during service. Temperature and humidity are the two common environmental factors that alter the bond behavior of externally bonded fiber reinforced polymer. This paper reviews the experimental and computational approaches used to evaluate the hygrothermal effects—that is, the effect of temperature and humidity—on the durability of the fiber reinforced polymer–concrete bond, as well as on the bond’s performance under loading conditions. Some exp
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Ogrodowska, Karolina, Karolina Łuszcz, and Andrzej Garbacz. "The effect of temperature on the mechanical properties of hybrid FRP bars applicable for the reinforcing of concrete structures." MATEC Web of Conferences 322 (2020): 01029. http://dx.doi.org/10.1051/matecconf/202032201029.

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One of the most common causes of the deterioration of concrete structures is the corrosion of steel reinforcement. Reinforcement made from fiber reinforced polymers (FRP) is considered to be an attractive substitution for traditional reinforcement. The most popular FRP reinforcing bars are made of glass fibers. Basalt fiber reinforced polymer (BFRP) is a relatively new material for reinforcing bars. The main drawback of BFRP bars is their low modulus of elasticity. A new type of bar made from hybrid fiber reinforced polymer (HFRP) in which a proportion of the basalt fibers are replaced with ca
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Li, Xiaodong, Chengdong Lu, Yifei Cui, Lichen Zhou, and Li Zheng. "Bond Behavior between High-Strength Rebar and Steel-Fiber-Reinforced Concrete under the Influence of the Fraction of Steel Fiber by Volume and High Temperature." Applied Sciences 13, no. 4 (2023): 2399. http://dx.doi.org/10.3390/app13042399.

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Steel-fiber-reinforced concrete (SFRC) is a composite material made by randomly distributing short steel fibers in normal concrete (NC). In this study, central pull-out tests of 32 specimens were performed to investigate the bond behavior between high-strength rebar and SFRC under the influence of the fraction of steel fiber by volume (Vf = 0%, 0.5%, 1.0% and 1.5%) and temperature (T = 20, 200, 400 and 600 °C). The results show that in NC specimens, splitting failure occurs below 400 °C, while split-pullout failure occurs above 600 °C. Split-pullout failure occurs in all SFRC specimens at each
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Alkloub, Amer, Mahmoud Dwaikat, Ahmed Ashteyat, Farouq Sammour, and Asala Jaradat. "Lateral Performance of Steel–Concrete Anchors Embedded in RC Columns Subjected to Fire Scenario." Infrastructures 10, no. 7 (2025): 173. https://doi.org/10.3390/infrastructures10070173.

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The use of both structural steel and reinforced concrete is common in civil and military infrastructure projects. Anchorage plays a crucial role in these systems, serving as the key element that connects structural components and secures attachments within complex composite structures. This research focuses on evaluating the performance of steel–concrete column connections under the combined effects of lateral loading and fire exposure. Additionally, the study investigates the use of carbon fiber-reinforced polymers (CFRP) for strengthening and repairing these connections. The research methodo
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Gailitis, Rihards, Andina Sprince, Tomass Kozlovksis, Leonids Pakrastins, and Viktorija Volkova. "Impact of Polypropylene, Steel, and PVA Fibre Reinforcement on Geopolymer Composite Creep and Shrinkage Deformations." Journal of Physics: Conference Series 2423, no. 1 (2023): 012030. http://dx.doi.org/10.1088/1742-6596/2423/1/012030.

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Abstract For the last 40 years, there has been increased interest in geopolymer composite development and its mechanical properties. In the last decades, there have been cases when geopolymer composites have been used for civil engineering purposes, such as buildings and infrastructure projects. The main benefit of geopolymer binder usage is that it has a smaller impact on the environment than the Portland cement binder. Emissions caused by geopolymer manufacturing are at least two times less than emissions caused by Portland cement manufacturing. As geopolymer polymerization requires elevated
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Jain, Amit, and Bora Gencturk. "Multiphysics and Multiscale Modeling of Coupled Transport of Chloride Ions in Concrete." Materials 14, no. 4 (2021): 885. http://dx.doi.org/10.3390/ma14040885.

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Chloride ions (Cl−)-induced corrosion is one of the main degradation mechanisms in reinforced concrete (RC) structures. In most situations, the degradation initiates with the transport of Cl− from the surface of the concrete towards the reinforcing steel. The accumulation of Cl− at the steel-concrete interface could initiate reinforcement corrosion once a threshold Cl− concentration is achieved. An accurate numerical model of the Cl− transport in concrete is required to predict the corrosion initiation in RC structures. However, existing numerical models lack a representation of the heterogeno
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Kanagavel, Karunya, and Vistasp M. Karbhari. "Long-Term Durability of CFRP Strips Used in Infrastructure Rehabilitation." Polymers 17, no. 13 (2025): 1886. https://doi.org/10.3390/polym17131886.

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Prefabricated unidirectional carbon fiber reinforced polymer (CFRP) composite strips are extensively used as a means of infrastructure rehabilitation through adhesive bonding to the external surface of structural concrete elements. Most data to date are from laboratory tests ranging from a few months to 1–2 years providing an insufficient dataset for prediction of long-term durability. This investigation focuses on the assessment of the response of three different prefabricated CFRP systems exposed to water, seawater, and alkaline solutions for 5 years of immersion in deionized water conducted
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Book chapters on the topic "Composite reinforced concrete Effect of temperature on Testing"

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Vegera, Pavlo, Iryna Grynyova, Zinoviy Blikharskyy, Roman Khmil, and Oksana Korobko. "Shear Deformability of Reinforced Concrete Beams Strengthened with the FRCM System." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_45.

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AbstractThe article presents the results of experimental studies of reinforced concrete beams on the shear without transverse reinforcement strengthened by the FRCM system. For the implementation of the research, four experimental samples were designed and manufactured, with cross-sectional dimensions of 200x100 mm and a length of 2100 mm. The beams are designed in such a way that even after strengthening the support areas, the failure occurs due to the shear force. None of the samples is destroyed by the bending moment. The tests were carried out according to the authors’ improved methodology
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"Finite element code for composite beam element: Nonlinear analysis with temperature effect." In Nonlinear Finite Element Analysis of Composite and Reinforced Concrete Beams. Elsevier, 2020. http://dx.doi.org/10.1016/b978-0-12-816899-8.09984-3.

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Raj Bharati, Ganesan N., and Shashikala A.P. "Strength and behaviour of steel fibre reinforced self-compacting rubberised concrete beams under flexure." In Construction Materials and Structures. IOS Press, 2014. https://doi.org/10.3233/978-1-61499-466-4-871.

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Past studies indicate that addition of shredded rubber to concrete improves its ductility significantly. Also, the incorporation of steel fibres enhances the ductile and engineering properties remarkably. Considering these aspects, a sustainable composite having improved ductility has been developed by adding shredded scrap rubber to Self Compacting Concrete (SCC) as a partial replacement of fine aggregate. The flexural behaviour of Self Compacting Rubberised Concrete (SCRC) beams under monotonic loads has been studied. Besides this, the effect of adding steel fibres to SCRC to obtain Steel Fi
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Eberhardt, Arthur C., Christopher A. Jones, Clayton T. Smith, and Ola Jovall. "Code for Concrete Containments." In Companion Guide to the ASME Boiler & Pressure Vessel Codes, Volume 1, Sixth Edition. ASME Press, 2023. http://dx.doi.org/10.1115/1.886519_ch15.

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Abstract This chapter describes the bases and provisions of the ASME Boiler and Pressure Vessel Code for Concrete Containments. It describes the concrete containment general environment, types of existing containments, future containment configurations, and background development including the regulatory bases of concrete containment construction code requirements. The chapter addresses reinforced-concrete containment behavior under internal pressure and temperatures of up to about 100°C. The discussion presented includes a comparison between prestressed and deformed-bar concrete reinforcement
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Shekhar, Aishwarya, Vineet Dahiya, and Suresh M. "THE USE OF TAGUCHI AND NEURAL NETWORKS FOR PROCESS PARAMETER OPTIMIZATION IN MICRO AIR JET MACHINING OF FRC FIBER REINFORCED CERAMICS COMPOSITES." In 9th National Conference & Exhibition on Emerging and Innovative Trends in Engineering Technology (NCEEITET). IARS' Press Australia, 2023. https://doi.org/10.62431/skkcb842.

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When compared to the properties of the individual components, the properties of a composite material, which is made up of more than two distinct materials that have significantly different physical and chemical properties, are entirely different. This is because a composite material is made up of more than two materials, each of which has its own unique set of properties. The usage of composite materials is ever-increasing as a direct result of the inherent properties of these materials, which include high levels of hardness and low weight. This trend may be directly attributed to the ever-inc
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Conference papers on the topic "Composite reinforced concrete Effect of temperature on Testing"

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Granderson, David. "Endurance Regression Testing Method to Obtain a Hydrostatic Design Basis for Fiberglass Pipe." In CORROSION 2017. NACE International, 2017. https://doi.org/10.5006/c2017-09208.

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Abstract After decades of use, it is becoming evident that the standard practice ASTM D2992 and referenced Standard test Method ASTM D1598 may not be producing the intended results.(1) 1 2 Like the current ASTM practices, the goal of “Endurance Regression testing” is to obtain the Hydrostatic Design Basis for “Fiberglass” (Glass Reinforced Thermosetting Resin Pipe, Fittings, and Joints). “Endurance Regression Testing” will similarly measure, plot, and extrapolate the long term hydrostatic strength (LTHS) of fiberglass components upon exposure to a controlled and constant set of aging condition
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FARIS, Meor Ahmad. "Physical and Mechanical Properties of Steel-Polypropylene Composite Fiber Geopolymer Concrete." In Composite Materials. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903636-10.

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Abstract. The manufacturing of cement for use in construction sites all over the world has resulted in tonnes of carbon dioxide being released. It is better to replace an alternative material such as geopolymer which contributes less carbon footprint than traditional Portland cement. Concrete is the most versatile building material, yet it has drawbacks in mechanical and physical properties, such as limited ductility, high water absorption, and low compressive strength. This study aims to determine the effect of the addition of composite fibers on the mechanical and physical properties of geop
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Mirza, Olivia, Andrew Talos, Matthew Hennessy, and Brendan Kirkland. "Behaviour and Design of Composite Steel and Precast Concrete Transom for Railway Bridges Application." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6993.

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Currently most railway bridges in Australia require the replacement of the timber transoms that reside in the railway system. Composite steel and precast reinforced concrete transoms have been proposed as the replacement for the current timber counterparts. This paper outlines the structural benefits of composite steel-concrete transoms for ballastless tracks when retrofitted to existing railway steel bridges. However, in existing studies, it is found that there is little investigation into the effect of derailment loading on reinforced concrete transoms. Therefore, this paper provides an inve
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Han, Lin-Han, and Kan Zhou. "Fire performance of concrete-encased CFST columns and beam-column joints." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6927.

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Concrete-encased CFST (concrete filled steel tube) structure is a type of composite structure featuring an inner CFST component and an outer reinforced concrete (RC) component. They are gaining popularity in high-rise buildings and large-span buildings in China nowadays. To date, the behaviour of concrete-encased CFST structures at ambient temperature has been investigated, but their fire performance has seldom been addressed, including the performance in fire and after exposure to fire. This paper summarizes the fire test results of concrete-encased CFST columns and beam-column joints. The cr
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Longbiao, Li. "Temperature-Dependent Fatigue Damage Evolution of Fiber-Reinforced Ceramic-Matrix Composites." In ASME Turbo Expo 2020: Turbomachinery Technical Conference and Exposition. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/gt2020-14144.

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Abstract In this paper, the temperature-dependent fatigue damage evolution of fiber-reinforced ceramic-matrix composites (CMCs) is investigated. The fatigue loading/unloading constitutive model considering the effect of temperature is developed based on the damage mechanisms of matrix cracking, interface debonding, and repeated sliding between the fiber and the matrix. The relationships between the fatigue loading/unloading hysteresis loops, testing temperature, applied cycle number, peak stress, and fiber/matrix interface debonding and sliding are established. The evolution of fatigue loading
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Nazaripoor, Hadi, John Sunny, Ahmed Hammami, and Pierre Mertiny. "Mechanical Performance of Aged Long Fibers: Direct Water Exposure and Temperature Effect." In ASME 2022 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/pvp2022-83931.

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Abstract Long fiber-reinforced composite materials consist of continuous fibers with high strength and modulus embedded in either a thermoset or thermoplastic matrix. The resulting composite material provides a combination of properties that cannot be achieved with either of the constituents acting alone. In composite structures, fibers are the primary load-carrying element, whereas the matrix transfers stress to and between the fibers while protecting them from adverse environmental conditions and mechanical damages. While thermosetting matrices provide a high level of protection against wate
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Al-Hamrani, Abathar, and Wael Alnahhal. "The Effect of Surface Treatment of Basalt FRP Bars on the Shear Capacity of Oneway High-Strength Concrete Slabs." In The 2nd International Conference on Civil Infrastructure and Construction. Qatar University Press, 2023. http://dx.doi.org/10.29117/cic.2023.0110.

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Corrosion is a common condition encountered by steel reinforcing bars which has a considerable negative impact on the structural integrity of concrete structures. Nowadays, applying anti-corrosive composite materials such as fiber-reinforced polymer (FRP) bars as reinforcing bars instead of steel bars is a major area of interest among researchers. The current study presents an investigation on the influence of surface treatment of the basalt (B) FRP reinforcing bars on the shear strength ofone-way high-strength concrete slabs. Two types of BFRP bars were tested, one with a sand-coated surface
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Gawad Aly, Salah Abdel. "Behavior of Reinforced Concrete Beams Strengthened in Negative Moment Region Using CFRP Plates." In 14th International Conference on Sustainable Green Construction and Nano-technology. Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-08537a.

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One possible method for strengthening deteriorated concrete structures is to externally bond composite material plates to the concrete. The use of Carbon Fiber Reinforced Polymer (CFRP) laminates as an effective and versatile technique for strengthening reinforced concrete (RC) structures has developed into a sizable industry in recent years. To implement such rehabilitation, the nature of the bond between the composite plate and the concrete must be understood. The behavior of reinforced concrete beams strengthened in the negative moment region using CFRP strips is presented in this paper. Th
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Kibsey, Mitch, and Xiao Huang. "Development and Oxidation Test of Metal Mesh Reinforced Ceramic Composite Material." In ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-36827.

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As part of an ongoing research development at Carleton University in ceramic matrix composites (CMCs) for high-temperature gas turbine applications, it was recognized that the performance of an oxide matrix could be improved by incorporating a metal reinforcement material. For this reason, a low cost CMC was created by reinforcing a yttria-stabilized zirconia (7YSZ) ceramic matrix with a Hastelloy X (HX) wire mesh. The CMC was manufactured by coating the HX mesh with a NiCrAlY bond coat, and then 7YSZ ceramic matrix, both using plasma spraying. The bond coat was employed to improve bonding and
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Ainsworth, Stephen D., and Robert A. Latour. "Design Optimization of a Composite Splint Material for Strength and Thermoformability." In ASME 1997 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/imece1997-0332.

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Abstract The development of a short fiber reinforced, low temperature thermoplastic splint material has potential to improve the ease, cost and efficiency of splinting and casting musculoskeletal problems. Design optimization of the fiber/matrix system is a key step in the development process of this new material. The tensile strength, flexural strength, and elastic moduli were found for 2-D randomly oriented short E-glass fiber reinforced polycaprolactone at both room temperature and at 170°F. The effect of fiber length and fiber volume fraction on the previously mentioned properties were stu
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