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Journal articles on the topic 'Steel reinforcing bars'

Author: Grafiati

Published: 2 June 2025

Last updated: 31 July 2025

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1

HU, Ju-Yun, and Won-Kee HONG. "Steel beam–column joint with discontinuous vertical reinforcing bars." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 23, no. 4 (2017): 440–54. http://dx.doi.org/10.3846/13923730.2016.1210217.

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The authors have previously proposed steel beam–column connections for precast concrete frames. The steel–concrete composite frames combined the advantages of the fast assembly of steel and the low cost of concrete structures. However, when not enough space is available at column–beam joints, steel sections from beams cannot be connected with column brackets. To address this issue, this paper explores the strategy of disconnecting some vertical reinforcing bars at the joints by connecting vertical steel reinforcements to steel plates placed above and below column steels, to provide a load tran

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2

Murgia, M. "Welding steel reinforcing bars." Welding International 20, no. 7 (2006): 544–52. http://dx.doi.org/10.1533/wint.2006.3602.

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3

Maruya, T. "Epoxy-coated Reinforcing Steel Bars and Stainless Steel Bars." Concrete Journal 49, no. 5 (2011): 5_78–5_82. http://dx.doi.org/10.3151/coj.49.5_78.

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4

Ovchinnikov, E. S., and I. A. Ovchinnikova. "Clad rolled reinforcing bars." Litiyo i Metallurgiya (FOUNDRY PRODUCTION AND METALLURGY), no. 3 (October 20, 2020): 56–58. http://dx.doi.org/10.21122/1683-6065-2020-3-56-58.

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Premature destruction of reinforced concrete structures exposed to aggressive environmental influences is a serious problem, both from a technical and economic point of view. Carbon steel reinforcing bar embedded in concrete is usually not subject to corrosion due to the formation of a protective ion-oxide film that passivates the steel under conditions of strong alkalis in the concrete pores. However, this passivity can be disrupted by chlorides penetrating the concrete, or by carbonation reaching the surface of the reinforcing bar. Then the corrosion begins.An example of a solution to this p

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5

Zhang, Ying Zi, Ying Fang Fan, Hong Nan Li, and Xue Nan Wu. "Study on Evaluation Method of Corroded Reinforcing Steel." Applied Mechanics and Materials 26-28 (June 2010): 1184–89. http://dx.doi.org/10.4028/www.scientific.net/amm.26-28.1184.

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Corrosion ratio is an important index to study the mechanical deteriorates of the steel bars, which has a significant effect to evaluate the residual bearing capacity of reinforced concrete structures. To investigate the mechanical properties of the corroded steel bars, Strain energy loss as corrosion ratio is firstly proposed. Tensile test are conducted on ribbed and plain steels, which are corroded by acceleration corrosion method. Comparing with the weight loss and cross-section loss to describe the effect of corrosion of reinforcing bar, the strain energy loss of reinforcing bars is calcul

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Islam, M. A. "Essential Mechanical Properties of Structural Steels for Steel Reinforced Buildings in the Earthquake Sensitive Areas." Journal of Scientific Research 4, no. 1 (2011): 51. http://dx.doi.org/10.3329/jsr.v4i1.7069.

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During earthquake, the ground along with its various natural and manmade structures experiences shaking of various intensities and frequencies depending on the nature of the earthquake. The loading activities caused by earthquakes on various structures are very much cyclic type, which is popularly known as fatigue loading. On the other hand, for modern high-rise buildings a large volume of steel bar is used to reinforce the concrete because of the pioneer role of steel bars embedded inside the concrete for safety of the buildings. In this study various mechanical properties of reinforcing stee

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Nhabih, Hussein Talab, Ameer Baiee, Mohammad R. K. M. Al-Badkubi, and Marwa Marza Salman. "Manufacturing of reinforcing bars from COVID-19 syringes plastic waste and comparing them with different reinforcing bars." Edelweiss Applied Science and Technology 9, no. 2 (2025): 1575–85. https://doi.org/10.55214/25768484.v9i2.4813.

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COVID-19 syringes plastic waste is difficult to recycle, so this study focuses on the use of this waste in manufacturing reinforcing bars as an alternative to steel reinforcing bars or carbon fiber reinforced polymer bars. After sterilizing COVID-19 syringes, these syringes are immersed in liquid nitrogen and then hammered to turn into random fibers. After spinning these fibers to the appropriate diameter, they are coated with a layer of epoxy to become reinforcing bars. To test the efficiency of these bars, six samples of concrete beams were cast. The first beam sample was reinforced with man

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Plyaskin, A. S., A. V. Matveev, A. I. Babarykina, and V. N. Konysheva. "Tensile strength of reinforcing bars after bending-unbending." Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture 26, no. 3 (2024): 170–82. http://dx.doi.org/10.31675/1607-1859-2024-26-3-170-182.

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The article studies the influence of bending and unbending of reinforcing bars on the mechanical properties of steel bars. This problem is relevant in the practice of constructing monolithic reinforced concrete structures, since reinforcing bars are often subjected to initial bending. The question arises about their further use. Based on the results obtained, a comparative analysis of the mechanical properties is presented for reinforcing bars after tensile strength testing with varying the initial bend diameter. According to this testing, it is possible to further use these reinforcing bars a

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9

Xing, Guohua, Cheng Zhou, Tao Wu, and Boquan Liu. "Experimental Study on Bond Behavior between Plain Reinforcing Bars and Concrete." Advances in Materials Science and Engineering 2015 (2015): 1–9. http://dx.doi.org/10.1155/2015/604280.

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To evaluate the bond behavior between the reinforcing bar and surrounding concrete, a total of six-group pullout specimens with plain steel bars and two-group specimens with deformed steel bars, serving as a reference, are experimentally investigated and presented in this study. The main test parameters of this investigation include embedment length, surface type of reinforcing bars, and bar diameter. In particular, the bond mechanism of plain steel reinforcing bars against the surrounding concrete was analyzed by comparing with six-group pullout specimens with aluminium alloy bars. The result

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10

ONWUKA, U. S., D. O. ONWUKA, E. C. UBANI, C. I. ANYANWU, I. I. ECHEME, and I. M. NWACHUKWU. "INVESTIGATION OF THE TENSILE STRENGTHS AND DUCTILITY OF REINFORCING STEEL USED IN COLLAPSED BUILDING PROJECTS IN SOUTH EAST NIGERIA." International Journal of Civil and Structural Engineering Research 12, no. 2 (2025): 123–27. https://doi.org/10.5281/zenodo.14857112.

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<strong>Abstract:</strong> This research work assessed the tensile strength and ductility of reinforcing steel bars used in the construction of collapsed building projects in South East, Nigeria. The method adopted in the work was laboratory experimentation and testing of the tensile strength and ductility of the reinforcing steel bars. The results obtained revealed that fifteen percent (15%) of the reinforcing steel bars used in the collapsed buildings under study, were of good quality another fifteen percent (15%) were of satisfactory quality, while seventy percent (70%) were poor quality re

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11

Teguh, Mochamad, and Novia Mahlisani. "Experimental Study on Flexural Behavior of Reinforced Concrete Beams with Variety Lap Splices of Reinforcing Steel Bars." Applied Mechanics and Materials 845 (July 2016): 132–39. http://dx.doi.org/10.4028/www.scientific.net/amm.845.132.

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The limited lengths of reinforcing bars have been commonly found in the practical construction of most reinforced concrete structures. The required length of a bar may be longer than the available stock of steel length. For maintaining desired continuity of the reinforcement in almost all reinforced concrete structures, some reinforcing bars should be carefully spliced. In the case of long flexural beam, bar installers end up with two or even more pieces of steel that must be spliced together to accomplish the desired steel length. An experimental study was conducted to investigate flexural be

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12

Xu, Yi Dong, and Chun Xiang Qian. "Fractal Characterization of Corroded Surface Profile in Reinforcing Steel Bars." Advanced Materials Research 163-167 (December 2010): 3118–21. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3118.

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Based on fractal geometry theory and surface roughness characterization technology, this paper presents the fractal characterization of nonuniform corrosion degree of corroded reinforcing steel bars. The surface profile curves of different corroded reinforcing steel bars were obtained and their fractal dimensions were calculated in order to describe the fractal characteristics. As is shown by the results, the surface profile curves of rebar have statistical fractal feature. However, fractal dimension is not sensitive to small changes in profile curves. By combining fractal dimension D with sca

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13

Kopas, Peter, Lenka Jakubovičová, Milan Vaško, and Marián Handrik. "Fatigue Resistance of Reinforcing Steel Bars." Procedia Engineering 136 (2016): 193–97. http://dx.doi.org/10.1016/j.proeng.2016.01.196.

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14

Wang, Wei, Jie Chen, Bo Diao, Xuefei Guan, Jingjing He, and Min Huang. "Bayesian Fatigue Life Prediction of Corroded Steel Reinforcing Bars." Advances in Civil Engineering 2021 (December 28, 2021): 1–15. http://dx.doi.org/10.1155/2021/4632152.

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This paper presents a general method for fatigue life prediction of corroded steel reinforcing bars. A fatigue testing on standard specimens with pitting corrosion is carried out to obtain corrosion fatigue data. The maximum corrosion degree (MCD), characterizing the most severe site of the corrosion pit, is identified to have a log-linear relationship with the fatigue life. A fatigue life model incorporating the MCD and the stress range for corroded steel reinforcing bars is proposed. The model parameters are identified using the testing data, and the model is considered as the baseline model

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15

Xu, Yi Dong, Li Bian, Jun Wang, and Yao Cheng Chen. "Multifractal Analysis of Reinforcing Steel Bars with Nonuniform Corrosion Degree." Advanced Materials Research 255-260 (May 2011): 569–73. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.569.

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Based on multifractal theory and quantitative stereological method, nonuniform distribution of corrosion morphology in reinforcing steel bars were analyzed and corresponding multifractal spectrum was proposed in this study. The results showed that the corrosion morphology of reinforcing steel bars is multifractal. All the Δf values are greater than 0, which indicating the distribution of corrosion depends on the maximum subset of probability. The width of the multifractal spectrum (Δα) increases linearly as the corrosion mass loss ratio increases, which is a scientific index in characterizing

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16

PARUSOV, E. V., S. I. GUBENKO, І. М. CHUIKO, and O. V. PARUSOV. "ABOUT TECHNOLOGICAL FEATURES OF PRODUCTION OF REINFORSING BARS FROM PEARLITE GRADE STEELS." Physical Metallurgy and Heat Treatment of Metals, no. 3 (September 28, 2021): 55–64. http://dx.doi.org/10.30838/j.pmhtm.2413.010721.55.782.

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Formulation of the problem. In the production of coiled rolled products from perlite grade steels, metallurgical enterprises encounter with the sorting of some batches of continuously cast billets or commercial products due to non-compliance with regulatory requirements. One of the alternative ways of using such blanks can be their reassignment for the production of thermally hardened reinforcing bars. In accordance with the edition of GOST 5781-82, it was possible to produce hot rolled reinforcing bars from steel grade 80C (carbon content 0,74…0,82 %), and according to TU 14-15-339-94 – therm

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17

Cheng, Hao, Quan Yuan, Ying Cheng, et al. "Research On the Application of Intensive Processing and Distribution Management of Steel Bars Based on Wisdom Technology." Highlights in Science, Engineering and Technology 51 (May 16, 2023): 63–70. http://dx.doi.org/10.54097/hset.v51i.8239.

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For the site that cannot achieve the scientific processing production management of reinforcing steel bars, and cannot ensure the saturation capacity of steel bars equipment utilization, resulting in large loss of reinforcing steel bars, low processing efficiency and other conditions, Chongqing East Station in the construction process innovation proposed cloud computing, big data, Internet of things, intelligent control as the core technology, steel bars processing "three savings" (save material, save labor, save effort), "two guarantees" (guarantee quality, guarantee progress), and "one excel

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18

Biney, Evans, Charles K. Kankam, Vincent K. Akortia, Peter Adzakey, John K. Quarm Junior, and Enock Tongyem. "Examining the Geometrical Properties, Chemical Composition, and Mechanical Properties of Local Reinforcing Bars in Ghana." Journal of Engineering Research and Reports 26, no. 6 (2024): 223–40. http://dx.doi.org/10.9734/jerr/2024/v26i61176.

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Steel is used extensively as a concrete reinforcing material in the construction industry in Ghana. Aside from its use as a reinforcing member, many steel-framed structures are also springing up, particularly in the industrial areas of the country. To address the high-demand for reinforcement, several steel manufacturing companies manufacture mild steel bars locally from recycled scrap metals to supplement the tonnage that is imported. However, the quality standards of these reinforcing bars produced in Ghana have been extensively criticized in recent times by the general public, professional

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19

Olaniyi, Oluwole A., Adekunle P. Adewuyi, Festus O. Adeyemi, and Afeez K. Oyelami. "Mechanical and Microstructural Properties of Steel Reinforcing Bars Produced from Different Manufacturing Industries as Available in Nigeria Market." Engineering and Technology Journal 10, no. 05 (2025): 4977–85. https://doi.org/10.5281/zenodo.15408004.

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The performance of reinforced concrete (RC) infrastructure in service is largely a function of the constituent materials and construction technology. However, lack of reliable information of the physical, mechanical and microstructural properties of construction materials has culminated in structurally deficient and functionally obsolete constructed facilities. This paper reports the study conducted on the quality assurance of steel reinforcing bars produced from different major steel manufacturing industries distributed in the Nigeria and compared with the imported steel bars. The purpose of

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20

Won, Jong-Pil, Chan-Gi Park, Hwang-Hee Kim, Sang-Woo Lee, and Cheol Won. "Bond Behaviour of Frp Reinforcing Bars in High-Strength Steel Fibre-Reinforced Concrete." Polymers and Polymer Composites 15, no. 7 (2007): 569–78. http://dx.doi.org/10.1177/096739110701500707.

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Current design trends for structures require the increased use of high-strength concrete, which has a compressive strength of over 80 MPa. Its enhanced strength, however, leads to brittle failure problems, which have been resolved by adding steel fibres. Fibre-reinforced polymer (FRP) is actively being studied to resolve the corrosion problems encountered with steel reinforcing bars in concrete structures exposed to adverse environmental conditions. In this study, we experimentally evaluated the bond behaviour of FRP reinforcing bars in high-strength steel fibre-reinforced concrete. A high-str

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21

K, Ramani, and Dr S. Sidhardhan. "Review on Flexural Behavior of Slabs Reinforced with FRP Bars Subjected to Static and Cyclic Loads." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 07, no. 10 (2023): 1–11. http://dx.doi.org/10.55041/ijsrem25933.

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One of the main issues that reduces the lifetime serviceability of concrete buildings is the corrosion of steel reinforcing. The degradation of concrete buildings caused by the corrosion of steel reinforcing can be prevented, delayed, or repaired using a variety of currently available techniques. Fiber reinforced polymer bars are an effective and affordable solution to the corrosion issues that steel rebars in severe settings are prone to. Steel alternatives that are robust and extremely corrosion resistant include fiber reinforced polymers. The fiber reinforced polymer bars have a high streng

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22

Al-Hammad, Ibrahim A. "Treatment of Reinforcing Steel Bars Prices Fluctuations." Journal of King Saud University - Engineering Sciences 19, no. 1 (2006): 43–62. http://dx.doi.org/10.1016/s1018-3639(18)30847-x.

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23

Braga, Franco, Silvia Caprili, Rosario Gigliotti, and Walter Salvatore. "Hardening slip model for reinforcing steel bars." Earthquakes and Structures 9, no. 3 (2015): 503–39. http://dx.doi.org/10.12989/eas.2015.9.3.503.

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24

González, J. J., J. Setién, J. A. Álvarez, J. A. Polanco, and D. Ferreño. "Failure of reinforcing concrete steel ribbed bars." Engineering Failure Analysis 13, no. 8 (2006): 1376–87. http://dx.doi.org/10.1016/j.engfailanal.2005.10.014.

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25

Momtahan, A., R. P. Dhakal, and A. Rieder. "Effects of strain-ageing on New Zealand reinforcing steel bars." Bulletin of the New Zealand Society for Earthquake Engineering 42, no. 3 (2009): 179–86. http://dx.doi.org/10.5459/bnzsee.42.3.179-186.

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Modern seismic design codes, which are based on capacity design concepts, allow formation of plastic hinges in specified locations of a structure. This requires reliable estimation of strength of different components so that the desired hierarchy of strength of the structural components can be ensured to guarantee the formation of plastic hinges in the ductile elements. As strength of longitudinal reinforcing bars governs the strength of reinforced concrete members, strain-ageing, which has significant effect on the strength of reinforcing bars, should be given due consideration in capacity de

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26

Zhang, Peng, Dan Shen, and Shi Rong Li. "Analysis of Stress Distribution of Externally Pre-Stressed Beams under Transverse Loads." Applied Mechanics and Materials 166-169 (May 2012): 3065–70. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.3065.

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The size, the position and the arrangement of external restraint will significantly affect the mechanical properties of the structures with the external restraint. Based on classical beam theory, the stress distribution of a simply supported beam with externally reinforcing steel bars under transverse loads is analyzed in this presentation. By assuming that the stresses in both the beam and the external constrains are less than their proportional limits, an analytical formulation of normal stress in the cross section of the beam was derived by considering two cases that the externally reinforc

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27

Li, Qingfu, Yunqi Cui, and Jinwei Wang. "Basic Mechanical Properties of Duplex Stainless Steel Bars and Experimental Study of Bonding between Duplex Stainless Steel Bars and Concrete." Materials 14, no. 11 (2021): 2995. http://dx.doi.org/10.3390/ma14112995.

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In recent years, as a result of the large-scale use of stainless steel bars in production and life, people’s demand for stainless steel bars has increased. However, existing research information on stainless steel bars is scant, especially the lack of research on the mechanical properties of duplex stainless steel bars and the bonding properties of duplex stainless steel bars to concrete. Therefore, this paper selects 177 duplex stainless steel bars with different diameters for room temperature tensile test, and then uses mathematical methods to provide suggestions for the values of their mech

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Ogheneyole Precious JO, BokuOriseh. "Locally Manufactured Steel Reinforcing Bars Used in the Nigerian Construction Industry." International Journal of Science and Research (IJSR) 12, no. 6 (2023): 2656–61. http://dx.doi.org/10.21275/mr23613205057.

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29

Emelyanova, M. S., V. V. Murav’ev, and P. A. Shiharev. "Distortion of Magnetic Fields Near a Steel Construction. Modeling." Vestnik IzhGTU imeni M.T. Kalashnikova 27, no. 2 (2024): 76–86. http://dx.doi.org/10.22213/2413-1172-2024-2-76-86.

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Natural variations of the Earth's magnetic field and its man-made distortions are considered. The rules and regulations in force in the Russian Federation for staying and living in places with a distortion of the Earth's magnetic field are analyzed. Existing methods for eliminating distorted magnetic fields inside residential and work premises are considered. Modeling of distortions of the Earth's magnetic field by building materials was carried out and the influence of their location in space on the overall picture of the resulting magnetic field was shown. To modeling the influence of reinfo

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30

Korentz, J., and J. Marcinowski. "Effect of Mechanical Parameters of Steel on Inelastic Buckling of Reinforcing Bars." International Journal of Structural Stability and Dynamics 16, no. 07 (2016): 1550028. http://dx.doi.org/10.1142/s0219455415500285.

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The paper presents the results of numerical analyses of elasto-plastic buckling of steel reinforcing bars. Bars with different geometrical parameters made of steel with various mechanical characteristics were analyzed. The commercial program COSMOS/M based on the finite element method was used. It follows from the results that slenderness is not the only parameter that affects the elasto-plastic buckling of reinforcing bars. Such parameters as the length of the plastic plateau, ultimate stress and the plastic hardening module play an important role as well.

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Benmokrane, Brahim, Burong Zhang, Kader Laoubi, Brahim Tighiouart, and Isabelle Lord. "Mechanical and bond properties of new generation of carbon fibre reinforced polymer reinforcing bars for concrete structures." Canadian Journal of Civil Engineering 29, no. 2 (2002): 338–43. http://dx.doi.org/10.1139/l02-013.

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This paper presents laboratory test results on the mechanical properties and bond strength of new generation of carbon fibre reinforced polymer (CFRP) reinforcing bars used as nonprestressed reinforcement for concrete structures. Two types of CFRP reinforcing bars, namely, 9-mm-diameter CFRP ribbed bars and 9.5-mm-diameter CFRP sand-coated bars, were investigated. Tensile tests and pullout bond tests were conducted to evaluate the tensile properties and bond strength of the CFRP bars in comparison with that of the steel bar. Experimental results showed that the tensile stress-strain curves of

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Teng, Jin-Guang, Bing Zhang, Shishun Zhang, and Bing Fu. "Steel-free hybrid reinforcing bars for concrete structures." Advances in Structural Engineering 21, no. 16 (2018): 2617–22. http://dx.doi.org/10.1177/1369433218818772.

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Extensive research has been conducted on the replacement of steel rebars with fibre-reinforced polymer rebars to eliminate the steel corrosion problem in conventional steel bar–reinforced concrete structures. However, as the performance of fibre-reinforced polymer rebars is substantially inferior in compression (due to issues such as fibre micro-buckling) than in tension, their use in concrete columns is generally not recommended; this poses a significant challenge when a steel-free structure is needed. This article presents a novel steel-free hybrid rebar developed at The Hong Kong Polytechni

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Wu, Xiaoyong, Shaojie Chen, Qilong Xiong, Kai Zhou, Pei Fan, and Xingyi Hu. "Experimental Investigation into the Flexural Behaviour of Basalt FRP Reinforced Concrete Beams." Journal of Physics: Conference Series 2694, no. 1 (2024): 012034. http://dx.doi.org/10.1088/1742-6596/2694/1/012034.

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Abstract This study involved conducting four-point bending tests on three types of rebar-reinforced concrete beam: those reinforced with steel bars, those reinforced using basalt fiber-reinforced polymer rods, and hybrid reinforced concrete beams that used both Basalt fiber-reinforced plastic and reinforcing steel. Various reinforcement ratios and configurations were used to analyze mid-span deflection, flexural capacity, fracture distribution, and Basalt FRP bars strain. The results suggest that using a hybrid reinforcement system that combines Basalt fiber-reinforced plastic and reinforcing

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Razdobreev, V. G., and D. G. Palamar. "Modern trends in the production of corrosion-resistant and fire-resistant stress-free reinforcing bars." Fundamental and applied problems of ferrous metallurgy, no. 34 (2020): 170–89. http://dx.doi.org/10.52150/2522-9117-2020-34-170-189.

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The aim of this work is to study modern methods of production of corrosion-resistant and fire-resistant stress-free reinforcing bars in the world. Non-stressed reinforcing bars are used as working, structural and assembly reinforcement in conventional building structures, as well as in various types of prestressed structures: from openwork prefabricated to huge monolithic hydraulic structures, therefore, its assortment produced by the domestic metallurgical industry in the range from 5,5 to 40 mm in the nominal diameter of a smooth profile and from 6,0 to 40 mm for a periodic profile. Recently

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Reza, Auchib, and Musawer Ahmad Saqif. "Review on Design Consideration and Code Provisions on Corrosion Resistant Reinforcing Bars." Materials Science Forum 937 (October 2018): 115–20. http://dx.doi.org/10.4028/www.scientific.net/msf.937.115.

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Premature deterioration of reinforced concrete structures due to corrosion of the reinforcing steel is a major concern worldwide. In this study code provisions and design considerations for using corrosion resistant reinforcing steel bars have been discussed at length. The most common corrosion resistant reinforcing bars available today are– Fusion Bonded Epoxy Coated Bars (ASTM A775), Hot Dip Galvanized Steel Bar (ASTMA767), Glass Fiber Reinforced ,Polymer Bars and Stainless Steel Rebars (ASTM A955). Especially in marine environments corrosion of reinforcement is one the major concerns regard

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Biney, Evans, Charles K. Kankam, Enock Tongyem, Vincent K. Akortia, Peter Adzakey, and Edward C. Mansal. "Flexural Strength and Deformations Capacity of Structural Beams Reinforced with Steel Bars Milled from Recycled Metals in Ghana." Journal of Engineering Research and Reports 26, no. 9 (2024): 39–56. http://dx.doi.org/10.9734/jerr/2024/v26i91262.

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Steel is extensively used as a reinforcing material for concrete structures in Ghana. In order to meet this high demand, some local steel manufacturing companies use recycled scrap metals to manufacture steel bars to augment the quantity that is imported. However, the physical and mechanical properties of these reinforcing bars have recently been criticized by practitioners in the construction industry. This research assessed the strength and deformation behaviour of steel reinforcing bars locally manufactured in Ghana. Reinforcing steel bars from three local milling companies, randomly catego

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Kim, Sanghee, Ju-Hyun Mun, Jong-Kook Hong, Keun-Hyeok Yang, Soo-Min Kim, and Jae-Il Sim. "Flexural Behavior of Slabs with Different Anchorage Locations of Longitudinal Reinforcing Bars in a Composite Basement Wall Junction." Buildings 13, no. 7 (2023): 1775. http://dx.doi.org/10.3390/buildings13071775.

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Although the anchorage location of longitudinal reinforcing bars is a significant design element for flexural behavior, the conventional anchorage method of using longitudinal reinforcing bars has limited applications in new types of structures, such as composite structures. Therefore, this study examined the effect of the anchorage location of longitudinal reinforcing bars on the flexural behavior of slabs at the junctions of developed composite basement walls (SCBW) under monotonic loads at the top free end of the slab. The test results showed that the slab with longitudinal reinforcing bars

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Liu, Yong Jun, Chao Li, and When Jun Zhou. "Numerical Analysis on Tensile Properties of Grout-filled Splice Sleeve Rebars under ISO 834 Standard Fire." E3S Web of Conferences 38 (2018): 03036. http://dx.doi.org/10.1051/e3sconf/20183803036.

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This paper presents some numerical simulation results of tensile properties of reinforcing bars spliced by grout-filled coupling sleeves under fire conditions to identify the effect of load ratio on fire resistance time of spliced reinforcing bars, which provide a useful base for predicting structural behaviors of pre-cast reinforced concrete buildings in fires. A spliced rebar system investigated in this paper consists of two equal-diameter steel reinforcing bars with 25mm diameter and a straight coupling sleeve with 50mm outer and 45mm inner diameters. As a result, the thickness of grout bet

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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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Chen, Hui, Jinjin Zhang, Jin Yang, and Feilong Ye. "Experimental Investigation into Corrosion Effect on Mechanical Properties of High Strength Steel Bars under Dynamic Loadings." International Journal of Corrosion 2018 (2018): 1–12. http://dx.doi.org/10.1155/2018/7169681.

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The tensile behaviors of corroded steel bars are important in the capacity evaluation of corroded reinforced concrete structures. The present paper studies the mechanical behavior of the corroded high strength reinforcing steel bars under static and dynamic loading. High strength reinforcing steel bars were corroded by using accelerated corrosion methods and the tensile tests were carried out under different strain rates. The results showed that the mechanical properties of corroded high strength steel bars were strain rate dependent, and the strain rate effect decreased with the increase of c

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Apostolopoulos, Charis, George Konstantopoulos, and Konstantinos Koulouris. "Seismic resistance prediction of corroded S400 (BSt420) reinforcing bars." International Journal of Structural Integrity 9, no. 1 (2018): 119–38. http://dx.doi.org/10.1108/ijsi-02-2017-0008.

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Purpose Structures in seismic areas, during their service lifetime, are subjected to numerous seismic loads that certainly affect their structural integrity. The degradation of these structures, to a great extent, depends on the scale of seismic events, the steel mechanical performance on reversal loads and its resistance to corrosion phenomena. The paper aims to discuss these issues. Design/methodology/approach Based on the experimental results of seismic steel behavior S400 (BSt III), which was widely used in the past years, a prediction study of seismic steel behavior was conducted in the c

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البدري, وصفي خير الله النويجي, إسراء حسين محمد الجهاني та مرام نوري علي بوكريشة. "دراسة جودة المواد الداخلة في صناعة الخرسانة المسلحة في مدينة بنغازي". International Science and Technology Journal 36, № 1 (2025): 1–32. https://doi.org/10.62341/wems2052.

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Reinforced concrete is the basic material in construction and consists of a mixture of cement, water, aggregate (gravel, sand, or crushed rocks), and reinforcing steel. When concrete hardens, it becomes a strong and durable material mainly used to construct buildings, bridges, highways, and other structures. Therefore, the quality of the materials used in concrete manufacture significantly impacts the structures' behavior and durability. This research aims to study and compare the quality of the materials that make up reinforced concrete found in Benghazi from different sources, including loca

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Ohene-Coffie, Francis, Charles K. Kankam, Selase A. K. Kpo, George Oti Boateng, and Ezekiel Sackitey Nanor. "Anchorage Bond Strength of Glass Fibre Polymer Reinforced Concrete with Palm Kernel Shells as Partial Coarse Aggregate." Journal of Engineering Research and Reports 26, no. 7 (2024): 1–16. http://dx.doi.org/10.9734/jerr/2024/v26i71189.

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In recent years, the use of GFRP reinforcing bars in place of steel reinforcing bars in concrete structures such as, buildings, roads, and bridges cannot be overlooked as they offer advantages such as higher tensile strength, corrosion resistance, reduced weight and cost effectiveness compared to steel reinforcing bars. The use of PKS as partial coarse aggregate in steel reinforced concrete has been studied by several researchers and found to produce lightweight concrete and reduce construction cost but, the application of GFRP reinforcing bars in LWC such as PKSC, presents a unique structural

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Bamigboye, Gideon O., Oluwole A. Olaniyi, David O. Olukanni, Anthony N. Ede, and Isaac I. Akinwumi. "Diameter Inconsistency, Strength and Corrosion Characteristics of Locally-Produced and Imported Steel Reinforcing Bars in Ilorin, Nigeria." International Journal of Engineering Research in Africa 29 (March 2017): 90–97. http://dx.doi.org/10.4028/www.scientific.net/jera.29.90.

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There has been increasing incidents of collapse of reinforced concrete buildings in Nigeria. Many research works, suspecting the quality of concrete produced in Nigeria, have focused on concrete with few attention on steel, perhaps because its production is usually in a more controlled environment. Over the years, many clients of building construction projects or their representatives have shown preference for imported steel bars over the locally-produced steel bars. This research work sets out to investigate the quality of steel reinforcement produced locally and compare them with imported st

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Koulouris, Konstantinos F., and Charis Apostolopoulos. "Fatigue damage indicator of different types of reinforcing bars." International Journal of Structural Integrity 13, no. 4 (2022): 632–48. http://dx.doi.org/10.1108/ijsi-10-2019-0103.

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PurposeAs it is widely known, corrosion constitutes a major deterioration factor for reinforced concrete (RC) structures which are located on coastal areas. This phenomenon combined with repeated loads, as earthquake events, negatively affects their service life. Moreover, microstructure of steel reinforcing bars has significant impact either on their corrosion resistance or on their fatigue life.Design/methodology/approachIn the present manuscript an effort has been made to investigate the effect of corrosive factor on fatigue response for two types of steel reinforcement; Tempcore steel rein

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Grubb, J. A., J. Blunt, C. P. Ostertag, and T. M. Devine. "Effect of steel microfibers on corrosion of steel reinforcing bars." Cement and Concrete Research 37, no. 7 (2007): 1115–26. http://dx.doi.org/10.1016/j.cemconres.2007.04.012.

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Basdeki, Maria, Konstantinos Koulouris, and Charis Apostolopoulos. "Effect of Corrosion on the Hysteretic Behavior of Steel Reinforcing Bars and Corroded RC Columns." Applied Sciences 12, no. 15 (2022): 7451. http://dx.doi.org/10.3390/app12157451.

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The corrosion of steel reinforcement negatively influences the mechanical performance of reinforced concrete (RC) elements reducing both their strength capacity and ductility. Especially in seismic prone areas, the degradation of the cyclic behavior of corroded RC elements is more intense, limiting the service life of structures and leading to premature failures. In the present paper, in order to study the degraded behavior of the embedded (in concrete) steel reinforcement under cyclic loading, laboratory corrosion experiments were performed on embedded steel reinforcing bars. Thereafter, mech

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Badawi, Ammar K., Yasser I. O. Yahia, and Aziz I. Abdulla. "Structural Behavior of Hollow Beam Reinforced with Different types of GFRP stirrups." Tikrit Journal of Engineering Sciences 30, no. 1 (2023): 72–83. http://dx.doi.org/10.25130/tjes.30.1.7.

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The structure could be impacted by concrete's steel reinforcement corroding. When exceptional corrosion resistance capabilities are required, fiber-reinforced polymer (FRP) reinforcements offer a practical choice for constructions exposed to hostile environments. However, only a small number of the building's most important structural components are currently permitted to use FRP bars as interior concrete reinforcement, leaving the rest of the building unprotected. This is due to the lack of available curved or shaped reinforcing FRP pieces, which have subpar structural performance. Eigh

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Khamichonok, V. V., N. G. Matveev, I. A. Mirochnik, and E. V. Chinоikalov. "Elaboration of a technology of class A500 reinforcing bar production with a complex of additional properties as per GOST 34028–2016 at JSC EVRAZ ZSMK." Ferrous Metallurgy. Bulletin of Scientific , Technical and Economic Information 75, no. 6 (2019): 711–17. http://dx.doi.org/10.32339/0135-5910-2019-6-711-717.

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On 01.01.2019 the interstate standard GOST 34028–2016 “Reinforcing bars for concrete structures. Technical specifications” will come into force, which will replace the standards GOST R 52544 (in the part of A500S class), GOST 10884 and GOST 5781. The new standard will introduce a complex of additional properties for reinforcing bars of A500 class to provide reliability of its application in the high rise construction, in areas of increased seismic activity, in aggressive media (sea areas) and in bridges construction (increased cyclic loads). In view of this a complex of work accomplished at JS

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Kim, Jung-Kyun, Hak-Eun Lee, Jongmin Kim, and Jiho Moon. "Seismic Performance Evaluation of Footing-to-Circular RC Pier Connection Reinforced by High-Manganese Steel Bars (HMSBs)." Advances in Civil Engineering 2018 (October 4, 2018): 1–15. http://dx.doi.org/10.1155/2018/4579869.

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A footing-to-reinforced concrete (RC) pier connection resists the lateral load induced by earthquakes as well as the gravity load. The footing-to-RC pier connection is the vulnerable part to strong earthquake loading. Several studies have been conducted on improving the seismic performance of the connection by using high-strength reinforcing bars and by adding special structural components, such as steel tube and fiber-reinforced polymer sheet. In this study, reinforcing bars made of high-manganese steel (HMSBs) with high strength and ductility were installed in the connection instead of conve

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