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Journal articles on the topic 'Steel reinforced concrete'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 July 2025

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1

Pei, Weichang, Daiyu Wang, Xuan Wang, and Zhenyu Wang. "Axial monotonic and cyclic compressive behavior of square GFRP tube–confined steel-reinforced concrete composite columns." Advances in Structural Engineering 24, no. 1 (2020): 25–41. http://dx.doi.org/10.1177/1369433220934557.

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Fiber-reinforced polymer tube–confined steel fiber–reinforced concrete column is a novel composite column proposed recently, which consists of a traditional steel-reinforced concrete column and an external glass fiber–reinforced plastic tube for lateral confinement. In order to investigate the axial compression behavior of steel fiber–reinforced concrete columns, a total of 16 square specimens were fabricated and tested under axial monotonic and cyclic compressive loading. Three different configurations of inner shaped steels, including cross-shaped, box-shaped with wielding, and box-shaped wi

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2

Alkjk, Saeed, Rafee Jabra, and Salem Alkhater. "Preparation and characterization of glass fibers – polymers (epoxy) bars (GFRP) reinforced concrete for structural applications." Selected Scientific Papers - Journal of Civil Engineering 11, no. 1 (2016): 15–22. http://dx.doi.org/10.1515/sspjce-2016-0002.

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Abstract The paper presents some of the results from a large experimental program undertaken at the Department of Civil Engineering of Damascus University. The project aims to study the ability to reinforce and strengthen the concrete by bars from Epoxy polymer reinforced with glass fibers (GFRP) and compared with reinforce concrete by steel bars in terms of mechanical properties. Five diameters of GFRP bars, and steel bars (4mm, 6mm, 8mm, 10mm, 12mm) tested on tensile strength tests. The test shown that GFRP bars need tensile strength more than steel bars. The concrete beams measuring (15cm w

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3

Popovych, M. M., and S. V. Kliuchnyk. "Features of the Stressed-Strain State of a Steel-Reinforced-Concrete Span Structure with Preliminary Bending of a Steel Beam." Science and Transport Progress, no. 1(97) (October 17, 2022): 80–87. http://dx.doi.org/10.15802/stp2022/265333.

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Purpose. The authors aim to determine the features of the operation of a steel-reinforced concrete span structure with beams reinforced with an I-beam, with their pre-stressing using the bending of a steel I-beam. Methodology. To manufacture a steel-reinforced concrete span structure, it was proposed to reinforce an I-beam with a camber, which is then leveled with the help of applied external loads. For practical convenience, the vertical external forces are replaced by horizontal forces that keep the metal I-beam in a deformed state and in this state it is concreted. After the concrete streng

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4

Junior, John K. Quarm, Charles K. Kankam, Prosper Tudagbe-Obuor, et al. "Strength and Deformational Characteristics of Concrete Beams Reinforced with Steel Bars Locally Produced from Recycled Metal Scrap in Ghana." Journal of Engineering Research and Reports 24, no. 12 (2023): 57–74. http://dx.doi.org/10.9734/jerr/2023/v24i12860.

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This study was conducted to examine the structural behavior of concrete beams reinforced with local steel bars available in Ghana. The concrete was prepared from conventional materials of ordinary Portland-limestone cement, pit sand and granitic stones. Steel bars of sizes 12mm, 10mm, and 8mm from different millers used to reinforce the concrete beams were tested to study the stress-strain relationship of the bars. The main reinforcing steel bars in the concrete beams comprised 12mm high tensile and 12mm mild steel bars produced by four different companies. The four companies from which these

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5

Ristic, Nenad, Dusan Grdic, Jelena Bijeljic, Zoran Grdic, and Gordana Toplicic-Curcic. "Properties of steel-polypropilene hybrid fibers reinforced concrete." Facta universitatis - series: Architecture and Civil Engineering 19, no. 3 (2021): 235–44. http://dx.doi.org/10.2298/fuace211202018r.

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This paper present the results of mechanical properties of hybrid reinforced concrete made by adding polypropylene and steel fibers into concrete mixture. For the testing purposes were used steel fibers with hooked ends and monofilament polypropylene fibers. The total of 5 batches of concrete were made: concrete with addition of steel fibers, polypropylene fibers and their combination in amount of 0,5 % of the concrete volume. The test results show that concretes made by adding of 0.4% steel and 0.1% polypropylene fibers have better performance compared to other concretes.

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Li, Bei Xing, Ai Jun Guan, and Ming Kai Zhou. "Preparation and Performances of Self-Compacting Concrete Used in the Joint Section between Steel and Concrete Box Girders of Edong Yangtze River Highway Bridge." Advanced Materials Research 168-170 (December 2010): 334–40. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.334.

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The joint section between steel and concrete box girders is the key localization of the super-long span hybrid girder cable-stayed bridge in the Edong Yangtze River, a high strength self-compacting concrete (SCC) was required to use in the joint section. This paper systematically investigated the performances of three types of C55 grade self-compacting concretes (SCCs), such as plain SCC, micro-expansion and polypropylene fiber reinforced SCC and steel fiber reinforced SCC. The results indicated that the steel fiber reinforced SCC had the best workability and mechanical properties. The flexura

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7

Snytko, Valerii. "Calculation method steel reinforced concrete continuous bridge spans with two reinforced concrete slabs on the effect of concrete shrinkage." Automobile Roads and Road Construction, no. 110 (2021): 84–89. http://dx.doi.org/10.33744/0365-8171-2021-110-084-089.

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The article is considered calculation method steel reinforced concrete continuous bridge spans with two reinforced concrete slabs on the effect of concrete shrinkage. For long-term processes that must be considered when calculating the span structures of bridges, besides creep, concrete shrinkage applies. Object of study: composite steel and concrete span beam bridge with two reinforced concrete slabs. Purpose: to develop a calculation method the cross section steel reinforced concrete bridges with two reinforced concrete slabs on the effect of concrete shrinkage considering concrete creep. Co

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Wang, Xian Dong, Chang Zhang, Zhen Huang, and Guo Wei Chen. "Impact Experimental Research on Hybrid Bamboo Fiber and Steel Fiber Reinforced Concrete." Applied Mechanics and Materials 357-360 (August 2013): 1049–52. http://dx.doi.org/10.4028/www.scientific.net/amm.357-360.1049.

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This paper studied experimentally the impact mechanical properties of bamboo fiber and hybrid steel fiber reinforced concrete. Steel fiber is already used in construction widely, but it is expensive in cost. As a kind of green building material, bamboo fiber can be used in the infrastructures together with concrete to improve the concretes mechanical properties. In order to investigate the impact mechanical properties of concrete reinforced with bamboo fiber and steel fiber, a series of concrete specimens reinforced with bamboo fiber, steel fiber or both steel fiber and bamboo fiber are invest

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Bertolini, L., M. Gastaldi, Τ. Pastore, and M. P. Pedeferri. "Korrosion rostfreier Stähle in chloridhaltigem und karbonatisiertem Beton / Corrosion Behaviour of Stainless Steels in Chloride Contaminated and Carbonated Concrete." Restoration of Buildings and Monuments 6, no. 3 (2000): 273–92. http://dx.doi.org/10.1515/rbm-2000-5476.

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Abstract The paper deals with the corrosion resistance of different stainless steels in chloride contaminated and carbonated concrete. Stainless steel reinforcement has a higher corrosion resistance as compared to the normal carbon steel reinforcement; stainless steels can, however, be subject to localized corrosion if the chloride content in the concrete exceeds a certain critical value. This critical value depends on the pH value of the concrete (i.e. carbonated or alkaline concrete), the temperature, the corrosion potential (function of environmental conditions), and the composition and mic

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10

Конин, Денис. "ПРОДОЛЬНЫЕ ДЕФОРМАЦИИ УКОРОЧЕНИЯ СТАЛЕЖЕЛЕЗОБЕТОННЫХ КОНСТРУКЦИЙ ПРИ СЖАТИИ ОТ НЕПРОДОЛЖИТЕЛЬНЫХ НАГРУЗОК". International Journal for Computational Civil and Structural Engineering 21, № 1 (2025): 202–21. https://doi.org/10.22337/2587-9618-2025-21-1-202-221.

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Determination and investigation of longitudinal deformations of shortening of steel-reinforced concrete structures is an important step in the calculation of complex spatial schemes of buildings. Ignoring these deformations can make it difficult to operate the facility and, in some cases, lead to the failure of adjacent structures. The study of longitudinal deformations of shortening of steel-reinforced concrete structures has not been given due attention before. The longitudinal deformations of shortening for steel-reinforced concrete compressed elements using a large range of heavy concretes

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Liu, Chuan Xiao, Zhi Hao Liu, Long Wang, Hong Ye Tian, and Xiu Li Zhang. "Index Analysis for Specimens of Reinforced Concretes with Mechanical Parameters." Advanced Materials Research 368-373 (October 2011): 33–37. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.33.

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To study mechanical characteristics of general reinforced concrete in engineering, specimens of reinforced concrete with different mass ratios and specimens of fiber reinforced concrete with different distributing modes of steel fibers or mixed modes of fiberglass are produced. Testing results from these specimens state that recommended mass ratio is 1:4.29:0.74 of cement, sand to water for reinforced concrete, and mass ratio of mixed AR fiberglass is 4‰ or distributing mode of steel fibers is vertical 5 roots evenly for fiber reinforced concretes will have excellent mechanical properties. Ana

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Yun, Yeon Jun, Kyung Lim Ahn, Won Gyun Lim, and Hyun Do Yun. "Effects of Steel Fiber Volume Fraction on Compressive and Flexural Behaviors of Alkali-Activated Slag (AAS) Concrete." Applied Mechanics and Materials 525 (February 2014): 469–72. http://dx.doi.org/10.4028/www.scientific.net/amm.525.469.

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This paper describes the experimental results on compressive and flexural behavior of alkali-activated slag (AAS) concrete reinforced with hooked end steel fiber. Two different fiber volume fractions of 0.5 and 1.0% were used for AAS concrete and Ordinary Portland cement (OPC) concretes were also mixed for comparison. Test results indicated that compressive and flexural performance of AAS concretes with water-to-binder (W/B) ratio of 0.55 are equivalent to those of OPC concrete. The addition of steel fiber to AAS concrete improves more compressive and flexural performance than those of steel f

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13

Wu, Li-Ming, Zi-Jian Wang, Yong-Zai Chang, et al. "Vibration Performance of Steel Fiber Concrete Tunnel Lining by Adjacent Tunnel Blasting Construction." Applied Sciences 13, no. 7 (2023): 4201. http://dx.doi.org/10.3390/app13074201.

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When constructing tunnels in mountainous areas, the drilling and blasting method is the most commonly used because of its economy. Ordinary reinforced concrete itself has defects such as poor crack resistance and brittleness. Therefore, when using the drilling and blasting method for ordinary reinforced concrete double-line tunnels, vibration phenomena will occur and cause cracks in the first-line tunnels, which will have adverse effects on the durability and safety of the tunnel. As a response, scholars have proposed the use of steel fiber-reinforced concrete as tunnel lining. In this paper,

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14

Shan, Liang, and Liang Zhang. "Experimental Study on Mechanical Properties of Steel and Polypropylene Fiber-Reinforced Concrete." Applied Mechanics and Materials 584-586 (July 2014): 1355–61. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.1355.

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The mechanical tests of normal concrete (NC) specimens, steel fiber reinforced concrete (SFRC) specimens and polypropylene fiber reinforced concrete (PPFRC) specimens have been carried out. Fiber-reinforced concretes containing different volume fraction and aspect ratio of steel and polypropylene fibers were compared in terms of compressive, splitting tensile, ultimate tensile properties. Test results indicate that the mechanical properties of NC can be improved by addition of steel fibers and can be enhanced with the increase of fiber content. However, polypropylene fiber may cause opposite e

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15

Lee, Ming-Gin, Wei-Chien Wang, Yung-Chih Wang, Yi-Cheng Hsieh, and Yung-Chih Lin. "Mechanical Properties of High-Strength Pervious Concrete with Steel Fiber or Glass Fiber." Buildings 12, no. 5 (2022): 620. http://dx.doi.org/10.3390/buildings12050620.

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Pervious concrete (also called porous concrete) is one of the most promising sustainable and green building materials today. This study examined high-strength pervious concrete and ordinary-strength pervious concrete reinforced with steel fiber or glass fiber. A total of fifteen mixtures of normal- and high-strength pervious concretes with steel fiber or glass fiber were used. The goal of high-strength pervious concrete is that the 28-day compressive strength be above 42 MPa and the porosity be as close to 15% as possible to achieve technical specifications. Both normal- and high-strength perv

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16

Aslani, Farhad, Yinong Liu, and Yu Wang. "Flexural and toughness properties of NiTi shape memory alloy, polypropylene and steel fibres in self-compacting concrete." Journal of Intelligent Material Systems and Structures 31, no. 1 (2019): 3–16. http://dx.doi.org/10.1177/1045389x19880613.

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Self-compacting concrete presents good workability to fill complicated forms without mechanical vibrations. This concrete is often reinforced with fibres to improve the strength and toughness. This study investigated the use of nickel -titanium (NiTi) shape memory alloy fibres in comparison with polypropylene and steel fibres in self-compacting concrete. The performances of the fresh fibre–reinforced self-compacting concrete are explored by slump flow and J-ring experiments. Meanwhile, the static and cyclic flexural tests are conducted to estimate the bending resistance strength performance, r

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17

Lie, T. T., and V. K. R. Kodur. "Thermal and mechanical properties of steel-fibre-reinforced concrete at elevated temperatures." Canadian Journal of Civil Engineering 23, no. 2 (1996): 511–17. http://dx.doi.org/10.1139/l96-055.

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For use in fire resistance calculations, the relevant thermal and mechanical properties of steel-fibre-reinforced concrete at elevated temperatures were determined. These properties included the thermal conductivity, specific heat, thermal expansion, and mass loss, as well as the strength and deformation properties of steel-fibre-reinforced siliceous and carbonate aggregate concretes. The thermal properties are presented in equations that express the values of these properties as a function of temperature in the temperature range between 0 °C and 1000 °C. The mechanical properties are given in

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18

Liang, Jiong Feng, Ze Ping Yang, and Lan Lan Yan. "Calculation of Flexural Capacity of Steel Reinforced Concrete Beams Strengthened with FRP." Advanced Materials Research 79-82 (August 2009): 1141–44. http://dx.doi.org/10.4028/www.scientific.net/amr.79-82.1141.

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Based on earlier theoretical works on RC beams ,the mechanical properties of steel reinforced concrete beams strengthened with FRP(fiber reinforce polymer) are further investigated theoretically including theirs failure mechanism and loadability. According to the design method of reinforced concrete beam strengthened with FRP, steel reinforced concrete beam strengthened with FRP mainly can have three kinds of destruction patterns: the first case is the tensile steel yield, the tensile shaped steel yield, the FRP are put off, the compressive zone’s concrete has not crushed; the second case is t

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19

Feng, Zhongju, Haibo Hu, Yunxiu Dong, et al. "Effect of Steel Casing on Vertical Bearing Characteristics of Steel Tube-Reinforced Concrete Piles in Loess Area." Applied Sciences 9, no. 14 (2019): 2874. http://dx.doi.org/10.3390/app9142874.

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This study aims at investigating the effect of steel casing on vertical bearing characteristics of steel tube-reinforced concrete piles in loess area by centrifugal model test. Five piles were selected, one of them was a conventional reinforced concrete pile which was 35 cm in length and 2.5 cm in diameter as a contrast pile, and the length of steel casing for the remaining four steel tube-reinforced concrete piles was 8 cm, 12 cm, 16 cm, and 20 cm respectively. The results show that the axial force, unit skin friction, tip resistance, and shaft resistance of steel tube-reinforced concrete pil

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20

Cao, Xiu Li, Gang Ye, and Hai Gang Gou. "Deflections of Steel Reinforced Concrete Beams Considering the Bond-Slip Effects." Applied Mechanics and Materials 226-228 (November 2012): 1128–31. http://dx.doi.org/10.4028/www.scientific.net/amm.226-228.1128.

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Bond-slip performance between section steel and concrete has influence on deformation of steel reinforced concrete beams based on results of experimental studies. Current standards on steel reinforced concrete structures do not involve bond-slip effects when calculating the deflection of steel reinforced concrete beams and this is not valid exactly. This paper describes a new method of deflection calculation for steel reinforced concrete beams, which considering the bond-slip effects on deformation. Deflection of steel reinforced concrete beams are divided into two parts: deflection of steel r

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21

Wang, Yu Zhuo, and Chuang Guo Fu. "Calculation of Ultimate Bearing Capacity of Prestressed Steel Reinforced Concrete Structure under Fire." Advanced Materials Research 250-253 (May 2011): 2857–60. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.2857.

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Prestressed steel reinforced concrete structure, compared with other concrete structure has its unique advantages. So it is mainly used in large span and conversion layers. With the popularization of this structure,more attention should be payed on fire resistance performance. On the basis of reasonable assume,two steps model is used as concrete high strength calculation model. Simplified intensity decreased curve is used as rebar,steel and prestressed. Two ultimate bearing capacity formulas of prestressed steel reinforced concrete beam are established. One is for the beam whose tensile area i

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22

Pramod, Kawde* Abhijit Warudkar. "STEEL FIBER REINFORCED CONCRETE A REVIEW." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 1 (2017): 130–33. https://doi.org/10.5281/zenodo.233321.

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Extensively used material in construction industry is concrete this is because of good workability and ability to be moulded to any shape. Ordinary cement concrete possesses very low tensile strength, limited ductility and less resistance to cracking. The concrete shows the brittle behaviour and fails to handle tensile loading hence leads to internal micro cracks which are mainly responsible for brittle failure of concrete. In this era, RCC constructions have their own structural and durability requirements, every structure has its own intended purpose and hence to meet this purpose, modificat

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23

Xu, Pi Yuan, Lin Lin Ren, and Ya Feng Xu. "The Antiknock Property Research of L Steel Reinforced Concrete Special-Shaped Column in the Different Thicknesses of Steel Bone in Blast Loads." Applied Mechanics and Materials 351-352 (August 2013): 654–57. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.654.

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In this paper, L steel reinforced concrete special-shaped columns are established by the finite element analysis software ABAOUS and we simulate and analyze models in blast loads. The main purpose is to study the antiknock property of L steel reinforced concrete special-shaped column in the different thicknesses of steel bone. We change the thickness of steel bone to get the time-displacement curve of L steel reinforced concrete special-shaped columns in blast loads. On the basis of the study we draw the conclusion: the antiknock property of L steel reinforced concrete special-shaped column is

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24

Liu, Xue Feng, Qing Xin Ren, and Lian Guang Jia. "Temperature Field Analysis of Concrete Filled Steel Tube Reinforced Concrete Columns in Fire." Applied Mechanics and Materials 644-650 (September 2014): 5019–22. http://dx.doi.org/10.4028/www.scientific.net/amm.644-650.5019.

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In this paper, temperature field analysis of concrete filled steel tube reinforced concrete columns in fire has been carried on. A finite element model for concrete filled steel tube reinforced concrete columns in fire is developed by ABAQUS. The cross-sectional temperature field distribution regularity of concrete filled steel tube reinforced concrete columns in fire has been obtained. Parameter analysis such as fire duration time and steel ratio on the column section temperature field is conducted, and this provide the reference for the further analysis of concrete filled steel tube reinforc

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25

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

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

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Wu, Hailin, Zijia Mi, and Ziqiang Pei. "Experimental study on the crack resistance of steel-nanometre hybrid fibre concrete." E3S Web of Conferences 341 (2022): 01008. http://dx.doi.org/10.1051/e3sconf/202234101008.

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To investigate the effects of steel fibre and nanometre fibre on the cracking of reinforced concrete, the cracking resistance of steel fibre reinforced concrete, nanometre fibre reinforced concrete, and hybrid fibre reinforced concrete with different doping levels were studied in comparison with the baseline concrete specimens by steel-Nano hybrid fibre reinforced concrete axial tensile tests. The results show that when the steel fibre admixture is 1.5% and the nanometre fibre admixture is 0.05%, the initial cracking load of reinforced steel-Nano hybrid fibre axial tensile specimens is enhance

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Zhang, Guoxue, Yingfeng Wang, Shixiang Xu, Juan Lu, and Yangyang Zhou. "Experimental on Impact Mechanical Behavior of the Carbon Fibre Reinforced Plastic-Reinforced Stainless Steel Reinforced Concrete Piers." Science of Advanced Materials 12, no. 5 (2020): 769–77. http://dx.doi.org/10.1166/sam.2020.3734.

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To study the impact resistance of the stainless steel reinforced concrete after reinforced with CFRP (Carbon Fibre Reinforced Plastic), the multifunction ultra-high heavy drop hammer test system was adopted to conduct multiple horizontal impact test research on three stainless steel reinforced concrete piers before and after they are reinforced. The test results showed that with equal impact energy, the maximum impact force of the stainless steel reinforced concrete piers was larger than that of the stainless steel reinforced concrete piers that were reinforced with CFRP, while after the concr

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Yin, Ying Zi, Yan Zhang, and Gen Tian Zhao. "Research on Bearing Capacity of Axiallycompressed Short Columns." Applied Mechanics and Materials 405-408 (September 2013): 958–63. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.958.

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Abstract: Steel reinforced concrete structure (SRC) is commonly used in high building, but the research on properties of steel reinforced high strength concrete structure (HSRC) composed of high strength concrete and steel reinforced concrete is rarely carried out. In this paper, a series of problems in HSRC structure application is studied, including the steel radio, the stirrup ratio. The conclusions can be served for design specification of steel reinforced high strength concrete column

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29

Sinha, Dr Deepa, Prof C. B. Mishra Prof. C.B. Mishra, and Ravindra V. Solanki. "Comparison of Normal Concrete Pavement with Steel Fiber Reinforced Concrete Pavement." Indian Journal of Applied Research 4, no. 8 (2011): 233–35. http://dx.doi.org/10.15373/2249555x/august2014/60.

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

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

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Guo, Quan Quan, Yu Xi Zhao, and Kun Shang. "Experimental Research on Eccentric Compressive Performance of Steel Tube-Reinforced Concrete Column." Advanced Materials Research 163-167 (December 2010): 184–90. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.184.

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Eccentric loading experiment of 13 steel tube-reinforced concrete columns and a reinforced concrete column is implemented. The whole process from the start load on the steel tube-reinforced concrete column until damage has been researched. Change of ultimate bearing capacity with eccentricity, longitudinal reinforcement ratio, position coefficient has been studied, and deflection curve and load-vertical displacement curve under eccentric compressive load were obtained. Failure characteristics of steel tube-reinforced concrete were divided into two different type, small eccentric damage and big

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

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

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Liu, Xiaoxian, Jianzhong Li, Hing-Ho Tsang, and John Wilson. "Enhancing seismic performance of unbonded prestressed concrete bridge column using superelastic shape memory alloy." Journal of Intelligent Material Systems and Structures 29, no. 15 (2018): 3082–96. http://dx.doi.org/10.1177/1045389x18783074.

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In this article, an application of superelastic shape memory alloy strands for improving the seismic performance of unbonded prestressed reinforced concrete bridge column is proposed. In the reinforced concrete column with unbonded prestressing steel-shape memory alloy strands, superelastic shape memory alloy strands are put in series with unbonded steel strands, and the loading plateau of shape memory alloy is exploited to limit the increase in the axial load of column under an earthquake. Quasi-static analysis and seismic analysis were conducted to compare the seismic performance of conventi

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LAZOUSKI, D., D. GLUKHOV, A. KHATKEVICH, A. HIL, and E. CHAPARANGANDA. "NONLINEAR CALCULATION OF BENT STEEL-REINFORCED CONCRETE ELEMENTS." Herald of Polotsk State University. Series F. Civil engineering. Applied sciences, no. 2 (June 28, 2024): 9–23. http://dx.doi.org/10.52928/2070-1683-2024-37-2-9-23.

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Steel-reinforced concrete structures at the present stage of development of the construction industry are widely used in industrial buildings with heavy loads on floors, civil high-rise buildings and various engineering structures. The article presents the results of using a nonlinear calculation method to calculate the parameters of the stress-strain state (normal stresses and relative deformations at any stage of work under load, strength and deformability) of bent steel-reinforced concrete elements, provided that rigid steel profiles and reinforced concrete work together. When calculating t

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Anandan, Sivakumar, Sounthararajan Vallarasu Manoharan, and Thirumurugan Sengottian. "Corrosion Effects on the Strength Properties of Steel Fibre Reinforced Concrete Containing Slag and Corrosion Inhibitor." International Journal of Corrosion 2014 (2014): 1–7. http://dx.doi.org/10.1155/2014/595040.

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Corrosion in steel can be detrimental in any steel rebar reinforced concrete as well as in the case of steel fibre reinforced concrete. The process of corrosion occurring in steel fibre incorporated concrete subjected to corrosive environment was systematically evaluated in this study. Concrete specimens were prepared with steel fibre inclusions at 1.5%Vf(volume fraction) of concrete and were added in slag based concrete (containing manufactured sand) and replaced with cement at 20%, 40%, and 60% of total binder. Accelerated corrosion studies were carried out using alternate wetting and drying

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Jin, Huan. "Research on the Calculation Method for Diagonal Shear Capacity of Steel Reinforced Lightweight Concrete Beams." Advanced Materials Research 724-725 (August 2013): 1677–80. http://dx.doi.org/10.4028/www.scientific.net/amr.724-725.1677.

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Steel reinforced lightweight aggregate concrete structure is a new type of composite structure to meet the building development trend of energy conservation and environmental protection. Based on the shear tests of steel reinforced lightweight concrete beams, according to the specifications of lightweight concrete and steel reinforced concrete, this paper established a design formula for calculating the shear capacity of steel reinforced lightweight concrete beams under the concentrated loads. The results coincided well with the tests. The calculation method is reliable, which can provide theo

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Da, Bo, Hongfa Yu, Haiyan Ma, Bo Yu, Zhangyu Wu, and Jianbo Guo. "Study on shear behavior of reinforced coral aggregate concrete beam." Advances in Structural Engineering 23, no. 11 (2020): 2388–98. http://dx.doi.org/10.1177/1369433220915610.

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Reinforced coral aggregate concrete beam and reinforced ordinary aggregate concrete beam with different concrete type, concrete strength, and steel type were designed in this study to investigate their shear behavior. The shear behavior of reinforced coral aggregate concrete beam was tested, the failure mode and deflection behavior were studied, and the calculating model for the ultimate shear capacity ( Vcs) of reinforced coral aggregate concrete beam was proposed. Results showed that the failure mode of reinforced ordinary aggregate concrete beam and reinforced coral aggregate concrete beam

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Storozhenko, Leonid, Pavlo Semko, and Olena Yefimenko. "Compressed Flexible Steel Reinforced Concrete Elements Investigation." International Journal of Engineering & Technology 7, no. 3.2 (2018): 436. http://dx.doi.org/10.14419/ijet.v7i3.2.14567.

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Stress-strain state and compressed flexible steel-reinforced concrete elements resistance capacity are investigated in the work. The experiment program is complied and steel reinforced concrete elements calculations methods are analyzed. Experimental sample design drawings are shown. Raw materials physical and mechanical properties are determined. Steel reinforced-concrete elements experimental and research studies have been carried out. Coboundary dependences N-M for steel reinforced concrete elements construction method is proposed. Resistance capacity diagrams for steel reinforced concrete

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Zhao, Jun, Li Jun Wang, and Dan Ying Gao. "Load and Deformation Properties of Steel Fiber Reinforced Concrete ShearWall." Applied Mechanics and Materials 69 (July 2011): 23–27. http://dx.doi.org/10.4028/www.scientific.net/amm.69.23.

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The numerical simulation by nonlinear finite element method(FEM) was adopted to analyze the behavior and the influences of the volume fraction of steel fibers and the strength of steel fiber reinforced concrete on the load capacity and the deformation performance of reinforced concrete shearwalls.The effect of steel fiber on the FEM was determined. The results show that with the increase of the volume fraction of steel fibers, the crack load, bearing capacity and ductility coefficient of steel fiber reinforced concrete shearwalls increase gradually. With the increase of the strength of steel f

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Kumar, Rakesh. "Steel Fiber Reinforced Concrete." International Journal for Research in Applied Science and Engineering Technology 7, no. 5 (2019): 2456–58. http://dx.doi.org/10.22214/ijraset.2019.5407.

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Ghaffar, Abdul, Amit S. Chavhan, and Dr R. S. Tatwawadi. "Steel Fibre Reinforced Concrete." International Journal of Engineering Trends and Technology 9, no. 15 (2014): 791–97. http://dx.doi.org/10.14445/22315381/ijett-v9p349.

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Patil, Viraj. "Steel Fibre Reinforced Concrete." International Journal for Research in Applied Science and Engineering Technology 13, no. 4 (2025): 4932–37. https://doi.org/10.22214/ijraset.2025.69418.

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Abstract: Steel Fibre Reinforced Concrete (SFRC) has emerged as a promising composite material that significantly enhances the mechanical properties of conventional concrete. By integrating discrete steel fibres within the cementitious matrix, SFRC exhibits improved tensile strength, toughness, and crack resistance, addressing many of the inherent weaknesses found in plain concrete. This paper investigates the influence of fibre content, aspect ratio, and distribution on the structural behavior of SFRC under various loading conditions. Experimental results are compared with theoretical predict

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Zhao, Shun Bo, Su Yang, Xue Zhen Feng, and Mei Jun Lu. "Study on Thermal Conductivity of Reinforced Concrete Plate." Applied Mechanics and Materials 438-439 (October 2013): 321–28. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.321.

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By the heat flow meter method, the thermal conductivity of reinforced concrete was experimental studied for the energy conservation design of reinforced concrete composite wall as building envelop. The steel bars were arranged as horizontal one-way, horizontal two-way and vertical in the reinforced concrete plates with different reinforcement volume ratio. Based on the test results, the effects of arrangement of steel bar and reinforcement volume ratio on thermal conductivity of reinforced concrete were analyzed. It can be concluded that the thermal conductivity of reinforced concrete was high

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Tavares, D. H., J. S. Giongo, and P. Paultre. "Behavior of reinforced concrete beams reinforced with GFRP bars." Revista IBRACON de Estruturas e Materiais 1, no. 3 (2008): 285–95. http://dx.doi.org/10.1590/s1983-41952008000300004.

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The use of fiber reinforced polymer (FRP) bars is one of the alternatives presented in recent studies to prevent the drawbacks related to the steel reinforcement in specific reinforced concrete members. In this work, six reinforced concrete beams were submitted to four point bending tests. One beam was reinforced with CA-50 steel bars and five with glass fiber reinforced polymer (GFRP) bars. The tests were carried out in the Department of Structural Engineering in São Carlos Engineering School, São Paulo University. The objective of the test program was to compare strength, reinforcement defor

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Wang, Yun Feng, and Yao Hua Wang. "Experimental Study on the Comparison of Resisting Semi-Armour-Piercing Projectile Penetration Ability for Steel Mesh, Steel Fiber and Steel Composites." Applied Mechanics and Materials 253-255 (December 2012): 425–31. http://dx.doi.org/10.4028/www.scientific.net/amm.253-255.425.

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A new protective material-steel mesh reinforced concrete was developed under the condition of modern high-tech weapon development. The comparative tests were conducted with steel fiber reinforced and steel reinforced concrete. The enhancement characteristics of three composites were analyzed in the respects of base material, the distribution of reinforced material and its bonding. The results indicate that steel mesh reinforced concrete is the most effective composite resisting penetration.

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Mastali, M., M. Mastali, Z. Abdollahnejad, M. Ghasemi Naghibdehi, and M. K. Sharbatdar. "Numerical Evaluations of Functionally Graded RC Slabs." Chinese Journal of Engineering 2014 (September 10, 2014): 1–20. http://dx.doi.org/10.1155/2014/768956.

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Nowadays, using fibrous materials is used widely in strengthening applications such as cross-section enlargement and using functionally graded reinforced concrete. Functionally graded reinforced concrete is used as multireinforced concrete layers that can be reinforced by different fiber types. The objective of this research was to address the structural benefits of functionally graded concrete materials by performing analytical simulations. In order to achieve this purpose, in the first stage of this study, three functionally graded reinforced concretes by steel and polypropylene (PP) were ex

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Zhang, Xin Le, Hai Cao, and Xiao Hui Guo. "Study on Compressive Stress-Strain Relationship of Polymer-Modified Concrete." Advanced Materials Research 779-780 (September 2013): 122–25. http://dx.doi.org/10.4028/www.scientific.net/amr.779-780.122.

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The axial compressive stress-strain relationship of concrete reflects its basic mechanical performance, which is important in analyzing the performance of materials, especially in the analyzing of the elastic modulus, ductility and carrying capacity. In order to study the mechanical properties of polymer-modified concrete and steel fiber reinforced polymer concrete, a comparative study of the compressive stress-strain relationship of polymer-modified concrete and steel fiber reinforced polymer concrete was carried out, the complete compressive stress-strain curves were obtained, and the influe

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Krzywoń, Rafał. "Steel-Reinforced Polymers and Steel-Reinforced Composite Mortars for Structural Applications—An Overview." Journal of Composites Science 4, no. 3 (2020): 142. http://dx.doi.org/10.3390/jcs4030142.

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Bonding of external reinforcement is currently the simplest, fastest, and most popular method of strengthening concrete and masonry structures. Glass and carbon organic fibers are the dominant materials used, but alternatives also include high-strength steel wires. The mechanical properties of such steel are comparable to those of carbon fiber. Due to their good compatibility with mortars, steel wires are particularly well suited to the revitalization of historic buildings. The manuscript provides an overview of research and experience in the use of steel-reinforced polymers (SRPs) and steel-r

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Maulana, Endra, and Abdul Chalid. "ANALISIS KUAT LENTUR BALOK BETON GGBFS BERTULANG BAMBU." Sistem Infrastruktur Teknik Sipil (SIMTEKS) 4, no. 2 (2024): 131–40. https://doi.org/10.32897/simteks.v4i2.3528.

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Steel is a non-renewable resource, and its increasing scarcity raises construction costs. Bamboo, a natural and renewable material, presents an alternative. Research on bamboo-reinforced concrete shows that bamboo’s potential strength is yet to be fully realized. To improve bamboo-reinforced concrete performance, treatments are needed to enhance adhesion between bamboo and concrete and to strengthen the composite material. The addition of Ground Granulated Blast Furnace Slag (GGBFS) aims to increase the strength of bamboo-reinforced concrete. This research explores the flexural strength differ

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Montava, Irles, Pomares, and Gonzalez. "Experimental Study of Steel Reinforced Concrete (SRC) Joints." Applied Sciences 9, no. 8 (2019): 1528. http://dx.doi.org/10.3390/app9081528.

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This research analyzes the solution of reinforced concrete joints reinforced with steel sections, known as steel reinforced concrete (SRC). The aim is to verify the improvement of the ductile characteristics of steel reinforced concrete structures compared to conventional reinforced concrete structures. Another objective is to better understand the experimental behavior and thus be able to perform numerical simulations adjusted with the experimental ones. In addition, the behavior of reinforced concrete structures in all the bars with steel sections is compared with others in which only the jo

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