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Relevant bibliographies by topics / Reinforced concrete

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Academic literature on the topic 'Reinforced concrete'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Reinforced concrete"

1

Sahnoun, Ilhem, Zhour Guemmadi, and Belkacem Toumi. "RELATIONSHIPS BETWEEN MECHANICAL PROPERTIES (COMPRESSIVE STRENGTH) AND PHYSICAL PROPERTIES (POROSITY) AT HIGH TEMPERATURES." Architecture and Engineering 10, no. 2 (2025): 78–87. https://doi.org/10.23968/2500-0055-2025-10-2-78-87.

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Introduction: This research is a part of a broader study on the evolution of concrete properties when exposed to high temperatures. It aims to analyze the behavior of ordinary concretes at elevated temperatures, incorporating either organic or synthetic fibers in the same dosage. Metods: Three concrete compositions were formulated: plain concrete without fibers (CO1), polypropylene fiber-reinforced concrete (CFP), and chicken feather fiber-reinforced concrete (CFC1), with both fiber-reinforced types containing an identical fiber dosage of 0.9 %. The prepared specimens were subjected to a heati

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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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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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Jagtap, Siddhant Millind, Shailesh Kalidas Rathod, Rohit Umesh Jadhav, et al. "Fibre Mesh in Reinforced Slabs." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 3539–40. http://dx.doi.org/10.22214/ijraset.2022.42986.

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Abstract: Fiber Reinforced Concrete is gaining attention as an effective way to improve the performance of concrete. Fibers are currently being specified in tunneling, bridge decks, pavements, loading docks, thin unbonded overlays, concrete pads, and concretes slabs. These applications of fiber reinforced concrete are becoming increasingly popular and are exhibiting excellent performance The usefulness of fiber reinforced concrete in various civil engineering applications is indisputable. Fiber reinforced concrete has so far been successfully used in slabs on grade, architectural panels, preca

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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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Ziane, Sami, Mohammed-Rissel Khelifa, and Samy Mezhoud. "A Study of the Durability of Concrete Reinforced with Hemp Fibers Exposed to External Sulfatic Attack." Civil and Environmental Engineering Reports 30, no. 2 (2020): 158–84. http://dx.doi.org/10.2478/ceer-2020-0025.

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AbstractThe purpose of this paper is to study the durability of concrete reinforced with hemp fibers in the face of external Sulfatic attack. For this purpose, five types of concrete were formulated; three types of concrete reinforced with hemp fibers (HC-0.25, HC-0.5, and HC-1) at 0.25%, 0.5%, and 1 % of hemp fibers in volume, respectively. And two control concretes, being ordinary concrete (OC) and polypropylene fiber reinforced concrete (PC). To assess the sulfatic attacks, the described concrete types underwent two aging protocols: 1) a complete immersion in 12.5 % Sodium Sulfate (Na2SO4)

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Choi, Chang Sik, and Hye Yeon Lee. "Rehabilitation of Reinforce Concrete Frames with Reinforced Concrete Infills." Key Engineering Materials 324-325 (November 2006): 635–38. http://dx.doi.org/10.4028/www.scientific.net/kem.324-325.635.

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The purpose of this study is to understand the fundamental resistance mechanism and the shear strength of the frame with the reinforced concrete infill wall by comparing analytical with experimental results. For this, one-story and one-bay four specimens were manufactured with variables; Lightly Reinforced Concrete Frame (LRCF), monolith placing Shear Wall (SW), CIP Infill Wall (CIW-1) and CIP Infill Wall reinforced with diagonal rebar (CIW-2). The addition of the RC infill wall was significantly improved the strength and the stiffness. Compared with specimen LRCF, ultimate strength and initia

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Yang, Qiao-chu, Qin Zhang, Su-su Gong, and San-ya Li. "Study on the flexure performance of fine concrete sheets reinforced with textile and short fiber composites." MATEC Web of Conferences 275 (2019): 02006. http://dx.doi.org/10.1051/matecconf/201927502006.

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In order to study the influences of the contents of short fiber on the mechanical properties of concrete matrix, the properties of compressive, flexure and splitting of concrete matrix reinforced by alkali resistant glass fiber and calcium carbonate whisker were tested. To study the reinforced effect of different scale fibers on the flexure behavior of fine concrete sheets, the flexural tests of concrete sheet of fine concrete reinforced with basalt fiber mesh and short fiber composites were carried out. The results show that the properties of the compressive, flexure and splitting of fine con

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Hua, Yuan, and Tai Quan Zhou. "Experimental Study of the Mechanical Properties of Hybrid Fiber Reinforced Concrete." Materials Science Forum 610-613 (January 2009): 69–75. http://dx.doi.org/10.4028/www.scientific.net/msf.610-613.69.

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Different kinds of fiber are used to reinforce the concrete to improve the concrete mechanical properties. The high modulus and high flexibility fibers are often used to reinforce in the cement base, which leads to the higher performance compound cement based materials. In the paper, the carbon fiber and glass fiber material are used as flexibility reinforced materials. The polypropylene fiber and the polyethylene fiber are used as strength reinforced materials. The combinations of the flexibility reinforced fiber and strength reinforced fiber are chosen as C-P HF (Carbon and Polypropylene Hyb

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Nguyen, Duy-Liem, Duc-Kien Thai, and Dong-Joo Kim. "Direct tension-dependent flexural behavior of ultra-high-performance fiber-reinforced concretes." Journal of Strain Analysis for Engineering Design 52, no. 2 (2017): 121–34. http://dx.doi.org/10.1177/0309324716689625.

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This research investigated the effects of direct tensile response on the flexural resistance of ultra-high-performance fiber-reinforced concretes by performing sectional analysis. The correlations between direct tensile and flexural response of ultra-high-performance fiber-reinforced concretes were investigated in detail for the development of a design code of ultra-high-performance fiber-reinforced concrete flexural members as follows: (1) the tensile resistance of ultra-high-performance fiber-reinforced concretes right after first-cracking in tension should be higher than one-third of the fi

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Dissertations / Theses on the topic "Reinforced concrete"

1

Deveau, Adrien Joseph. "Fibre-reinforced expansive concrete." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0019/MQ45858.pdf.

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Khalil, Nariman Jaber. "Slender reinforced concrete columns." Thesis, University of Leeds, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.305374.

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Al-Azzawi, Bakr. "Fatigue of reinforced concrete beams retrofitted with ultra-high performance fibre- reinforced concrete." Thesis, Cardiff University, 2018. http://orca.cf.ac.uk/108101/.

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Concrete structures deteriorate over time due to different reasons and thus may not perform their function satisfactorily. Repair and rehabilitation of deteriorated concrete structures is often preferred over demolition and rebuilding for economic reasons. Various metallic and nonmetallic materials have been used in the past for repair and rehabilitation. These materials have advantages and disadvantages. The latter are connected with the mismatch in the properties of these materials with the material of the structure being repaired which often resulted in unwanted failure modes, e.g. delamina

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Paschalis, Spyridon A. "Strengthening of existing reinforced concrete structures using ultra high performance fiber reinforced concrete." Thesis, University of Brighton, 2017. https://research.brighton.ac.uk/en/studentTheses/c07ce9c7-5880-4108-a0f2-68bf6ea50dd5.

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Most of the new Reinforced Concrete (RC) structures which are built nowadays have a high safety level. Nevertheless, we cannot claim the same for structures built in the past. Many of these were designed without any regulations, or are based on those which have proved to be inadequate. Additionally, it seems that many old structures have reached the end of their service life and, in many cases, were designed to carry loads significantly lower than the current needs specify. Therefore, the structural evaluation and intervention are considered necessary, so they can meet the same requirements as

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Baran, Mehmet. "Precast Concrete Panel Reinforced Infill Walls For Seismic Strengthening Of Reinforced Concrete Framed Structures." Phd thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/3/12606137/index.pdf.

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The importance of seismic rehabilitation became evident with 1992 Erzincan Earthquake, after which a large number of reinforced concrete buildings damaged in recent earthquakes required strengthening as well as repair. In the studies related to rehabilitation, it has been realized that inadequate lateral stiffness is one of the major causes of damage in reinforced concrete buildings. Recently, economical, structurally effective and practically applicable seismic retrofitting techniques are being developed in METU Structural Mechanics Laboratory to overcome these kinds of problems. The strengt

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Sjoberg, Brian David. "Crack widths in reinforced concrete." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ38642.pdf.

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Leyne, Eileen. "Corrosion in reinforced concrete repair." Thesis, McGill University, 2004. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=82611.

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Lack of a scientific design approach for repair and rehabilitation of corroding reinforced concrete infrastructure has resulted in significant financial and social costs. This experimental program was primarily undertaken to examine the corrosion process in reinforced concrete repair, which has different characteristics as compared with corrosion in new construction. The program was designed to gain a deeper understanding of how certain restoration strategies may lead to problems of electrochemical incompatibility and result in ineffective corrosion mitigation.<br>Fifteen specimens, 1m

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Katwan, Moufaq Jassem. "Corrosion fatigue of reinforced concrete." Thesis, University of Glasgow, 1988. http://theses.gla.ac.uk/5327/.

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This work is concerned with the corrosion fatigue characteristics of full-scale reinforced concrete beams partially submerged in 3.5% NaCl solution or in tapwater of low dissolved salt content. The test beams were subjected to constant amplitude fatigue loading in uni-directional or reverse bending at slow cycle rate of 0.17 Hz and various load levels. The test programme had two stages: Stage I, carried out at relatively high load levels, represented a study of the fatigue-failure phenomenon but also provided guides for the more detailed study undertaken in Stage II which was devoted to low lo

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Judge, R. C. B. "Lapped joints in reinforced concrete." Thesis, Durham University, 1987. http://etheses.dur.ac.uk/6779/.

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This thesis is concerned with an experimental investigation of the behaviour of lapped joints in reinforced concrete. A review of existing literature highlights the need to establish the longitudinal strain distribution along lap joints. This has been achieved experimentally, with detailed strain measurements being taken using a technique of internally gauging the reinforcing rods. In some specimens, strain concentration gauges were installed at the tip of the lap to permit the acquisition of particularly localised information. Computer programs were developed to process the substantial amount

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Hassani, Abolfazl. "Bitumin laminated reinforced concrete pavements." Thesis, University of Westminster, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.305266.

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Books on the topic "Reinforced concrete"

1

Holland, R. Reinforced concrete. Thomas Telford, 1997.

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Mosley, W. H., J. H. Bungey, and R. Hulse. Reinforced Concrete Design. Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7.

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Mosley, W. H., and J. H. Bungey. Reinforced Concrete Design. Macmillan Education UK, 1987. http://dx.doi.org/10.1007/978-1-349-18825-3.

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Mosley, W. H., and J. H. Bungey. Reinforced Concrete Design. Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-20929-3.

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Mosley, W. H., and J. H. Bungey. Reinforced Concrete Design. Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-13058-0.

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Wang, Chu-Kia. Reinforced concrete design. 4th ed. Harper & Row, 1985.

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F, Limbrunner George, ed. Reinforced concrete design. 2nd ed. Prentice-Hall, 1986.

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1932-, Breen J. E., and Jirsa J. O, eds. Reinforced concrete fundamentals. 5th ed. Wiley, 1988.

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G, Nawy Edward, ed. Simplified reinforced concrete. Prentice-Hall, 1986.

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Wang, Chu-Kia. Reinforced concrete design. 6th ed. Addison-Wesley, 1998.

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Book chapters on the topic "Reinforced concrete"

1

Newton, Peter H. "Reinforced Concrete." In Structural Detailing. Macmillan Education UK, 1991. http://dx.doi.org/10.1007/978-1-349-12448-0_5.

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Newton, Peter H. "Reinforced Concrete." In Structural Detailing. Macmillan Education UK, 1985. http://dx.doi.org/10.1007/978-1-349-07253-8_5.

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Moro, José Luis. "Reinforced Concrete." In Building-Construction Design - From Principle to Detail. Springer Berlin Heidelberg, 2024. http://dx.doi.org/10.1007/978-3-662-61742-7_17.

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Seeley, Ivor H. "Reinforced Concrete." In Advanced Building Measurement. Macmillan Education UK, 1989. http://dx.doi.org/10.1007/978-1-349-20102-0_4.

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Mosley, W. H., J. H. Bungey, and R. Hulse. "Prestressed concrete." In Reinforced Concrete Design. Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_12.

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Mosley, W. H., and J. H. Bungey. "Prestressed Concrete." In Reinforced Concrete Design. Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-20929-3_12.

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Mosley, W. H., and J. H. Bungey. "Prestressed Concrete." In Reinforced Concrete Design. Macmillan Education UK, 1987. http://dx.doi.org/10.1007/978-1-349-18825-3_12.

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Mosley, W. H., and J. H. Bungey. "Prestressed Concrete." In Reinforced Concrete Design. Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-13058-0_12.

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Bussell, Michael. "Concrete and Reinforced Concrete." In Materials & Skills for Historic Building Conservation. Blackwell Publishing Ltd, 2008. http://dx.doi.org/10.1002/9780470697696.ch5.

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Setareh, Mehdi, and Robert Darvas. "Reinforced Concrete Technology." In Concrete Structures. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24115-9_1.

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Conference papers on the topic "Reinforced concrete"

1

Goodwin, Fred, and Frank Apicella. "Basics of Corrosion in Reinforced Concrete." In SSPC 2015 Greencoat. SSPC, 2015. https://doi.org/10.5006/s2015-00023.

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Abstract Concrete is the second most common man-made material after potable water yet it is a complex material that is poorly understood (1). Steel reinforcement is added to improve the concrete's tensile strength and ductility and is initially protected by the high concrete pH and depth of cover concrete. Eventually, due to the ingress of deleterious ions, lowering of the pH from carbonation, or electrical potential changes within the steel, corrosion will occur. Steps can be taken throughout the concrete life cycle to minimize this damage through prevention, protection, or mitigation of corr

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Surianinov, Mykola, Inna Aksyonova, Alla Perperi, and Zlata Holovata. "Deformability and Crack Resistance of Reinforced Concrete and Fiber-Reinforced Concrete Cross-Beam Systems." In International Scientific Applied Conference "Problems of Emergency Situations". Trans Tech Publications Ltd, 2024. http://dx.doi.org/10.4028/p-mczi8g.

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The paper presents the results of experimental studies and computer modeling of reinforced concrete and fiber-reinforced concrete cross-beam systems. The authors have made a special stand, the design of which allows for experimental studies of the load-bearing capacity, deformability and crack resistance of cross-beam systems under concentrated and distributed static loads. Samples of reinforced concrete and steel fiber concrete were tested, which are systems consisting of four mutually perpendicular beams of rectangular cross-section. The samples are reinforced in the lower zone with longitud

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Kessler, Richard J., Rodney G. Powers, and Ivan R. Lasa. "Polypropylene Fiber Reinforced Concrete in Cathodic Protection Applications." In CORROSION 2004. NACE International, 2004. https://doi.org/10.5006/c2004-04342.

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Abstract Cathodic protection of steel reinforced structures most always involves repairs to the concrete and sometimes the reinforcing steel. Repairs often include large volumes of concrete or grout placement that are susceptible to shrinkage cracking. Such cracking and subsequent delamination have the potential to interfere with the operation of the cathodic protection system and expose the reinforcement to the environment. This condition is significantly aggravated when the structure is located in a marine environment. This paper discusses the performance of polypropylene fibers added to the

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Grassi, Lorenzo, Dmitry Khovratovich, Reinhard Lüftenegger, Christian Rechberger, Markus Schofnegger, and Roman Walch. "Reinforced Concrete." In CCS '22: 2022 ACM SIGSAC Conference on Computer and Communications Security. ACM, 2022. http://dx.doi.org/10.1145/3548606.3560686.

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"Shear strengthening of reinforced concrete T-beams using carbon reinforced concrete." In "SP-345: Materials, Analysis, Structural Design and Applications of Textile Reinforced Concrete/Fabric Reinforced Cementitious Matrix". American Concrete Institute, 2021. http://dx.doi.org/10.14359/51731579.

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"Size Effects of Fine-Grained Concrete Used for Textile-Reinforced Concrete." In SP-250: Textile-Reinforced Concrete. American Concrete Institute, 2008. http://dx.doi.org/10.14359/20144.

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Foster, A., C. Atkins, and L. Buckley. "Preserving reinforced concrete." In STREMAH 2007. WIT Press, 2007. http://dx.doi.org/10.2495/str070341.

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"Numerical Modeling of Textile-Reinforced Concrete." In SP-250: Textile-Reinforced Concrete. American Concrete Institute, 2008. http://dx.doi.org/10.14359/20146.

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"Concrete Cover Delamination in Reinforced Concrete Beams Strengthened with Carbon Fiber Reinforced Polymer Sheets." In SP-188: 4th Intl Symposium - Fiber Reinforced Polymer Reinforcement for Reinforced Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5667.

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"Thin and Strong Concrete Composites with Glass Textile Reinforcement: Modeling the Tensile Response." In SP-250: Textile-Reinforced Concrete. American Concrete Institute, 2008. http://dx.doi.org/10.14359/20145.

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Reports on the topic "Reinforced concrete"

1

McKinley, Leo D. Reinforced Concrete Wall Form Design Program. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada258504.

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Sattar, Siamak. Sensitivity Analysis of Reinforced Concrete Structures:. National Institute of Standards and Technology, 2023. http://dx.doi.org/10.6028/nist.tn.2254.

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Brady, Pamalee A., and Orange S. Marshall. Shear Strengthening of Reinforced Concrete Beams Using Fiber-Reinforced Polymer Wraps. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada359462.

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Mahadevan, Sankaran, Jinying Zhu, and Vivek Agarwal. Casting of Reinforced Concrete Beam: Project Progress. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1495189.

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Al-lami, Karrar. Experimental Investigation of Fiber Reinforced Concrete Beams. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.2293.

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Gavin, Thomas. Limit Design of Unbraced Reinforced Concrete Frames. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.2559.

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Carino, Nicholas J., and James R. Clifton. Prediction of cracking in reinforced concrete structures. National Institute of Standards and Technology, 1995. http://dx.doi.org/10.6028/nist.ir.5634.

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Phan, Long T., Geraldine S. Cheok, and Diana R. Todd. Strengthening methodology for lightly reinforced concrete frames:. National Institute of Standards and Technology, 1995. http://dx.doi.org/10.6028/nist.ir.5682.

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Winkel, B. V. Concrete material characterization reinforced concrete tank structure Multi-Function Waste Tank Facility. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/72878.

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Rhoades, W. A., R. L. Childs, and D. T. Ingersoll. Radiation exposure inside reinforced concrete buildings at Nagasaki. Office of Scientific and Technical Information (OSTI), 1989. http://dx.doi.org/10.2172/6023266.

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