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Relevant bibliographies by topics / Steel-fibre reinforced concrete

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Academic literature on the topic 'Steel-fibre reinforced concrete'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 September 2023

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Journal articles on the topic "Steel-fibre reinforced concrete"

1

Ghaffar, Abdul, Amit S. Chavhan, and Dr R. S. Tatwawadi. "Steel Fibre Reinforced Concrete." International Journal of Engineering Trends and Technology 9, no. 15 (March 25, 2014): 791–97. http://dx.doi.org/10.14445/22315381/ijett-v9p349.

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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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3

Sinha, Dr Deepa A. "Characteristic Properties of Steel Fibre Reinforced Concrete with Varying Percentages of Fibre." Indian Journal of Applied Research 4, no. 7 (October 1, 2011): 218–20. http://dx.doi.org/10.15373/2249555x/july2014/67.

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4

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 (October 5, 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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5

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 (April 1, 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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Li, Fang-Yuan, Liu-Yang Li, Yan Dang, and Pei-Feng Wu. "Study of the Effect of Fibre Orientation on Artificially Directed Steel Fibre-Reinforced Concrete." Advances in Materials Science and Engineering 2018 (2018): 1–11. http://dx.doi.org/10.1155/2018/8657083.

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The fibre utilization efficiency of directionally distributed fibre-reinforced concrete is better than that of randomly distributed fibre. However, controlling the fibre direction is difficult, which limits its applications. In this paper, a method in which fibres were artificially directed was used to simulate the feasibility of orienting fibres during 3D concrete printing. Based on artificially directed steel fibre-reinforced concrete specimens, the orientation characteristics of directional fibre-reinforced concrete specimens were studied. The differences between the gravity and the boundar

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7

Vymazal, T., P. Misák, K. Hrabová, and D. Kocáb. "The influence of steel fibre amount on the consistency, volume changes and compressive strength of concrete." Journal of Physics: Conference Series 2568, no. 1 (August 1, 2023): 012008. http://dx.doi.org/10.1088/1742-6596/2568/1/012008.

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Abstract The paper focuses on the consistency of fresh steel fibre reinforced concrete in relation to the amount of steel fibre used. Consistency was determined by the slump test and the flow table test. Furthermore, the paper deals with monitoring the compressive strength and volume changes during the maturing process of steel fibre reinforced concrete. Volume changes were monitored using a shrinkage drain. The results of the steel fibre reinforced concrete properties are compared with the values of the reference concrete without fibres and with each other. The result is an evaluation of how

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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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Jothi Jayakumar, Vikram, and Sivakumar Anandan. "Composite Strain Hardening Properties of High Performance Hybrid Fibre Reinforced Concrete." Advances in Civil Engineering 2014 (2014): 1–9. http://dx.doi.org/10.1155/2014/363649.

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Hybrid fibres addition in concrete proved to be a promising method to improve the composite mechanical properties of the cementitious system. Fibre combinations involving different fibre lengths and moduli were added in high strength slag based concrete to evaluate the strain hardening properties. Influence of hybrid fibres consisting of steel and polypropylene fibres added in slag based cementitious system (50% CRL) was explored. Effects of hybrid fibre addition at optimum volume fraction of 2% of steel fibres and 0.5% of PP fibres (long and short steel fibre combinations) were observed in im

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Sinha, Deepa A., Dr A. K. Verma Dr. A.K.Verma, and Dr K. B. Prakash Dr. K.B. Prakash. "Behavior of steel fibre reinforced ternary blended concrete under flexure." International Journal of Scientific Research 1, no. 6 (June 1, 2012): 40–42. http://dx.doi.org/10.15373/22778179/nov2012/14.

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Dissertations / Theses on the topic "Steel-fibre reinforced concrete"

1

Baczkowski, Bartlomiej Jan. "Steel fibre reinforced concrete coupling beams /." View abstract or full-text, 2007. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202007%20BACZKO.

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Darwish, I. Y. S. "Steel fibre-reinforced concrete elements in shear." Thesis, Bucks New University, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.375129.

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Elsaigh, Walied Ali Musa Hussien. "Modelling the behaviour of steel fibre reinforced concrete pavements." Pretoria : [s.n.], 2007. http://upetd.up.ac.za/thesis/available/etd-01292008-175515.

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Ali, Ahsan. "Bond behavior of lightweight steel fibre-reinforced concrete." Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2017. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-230104.

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This research was undertaken for studying the bond behaviour of Lightweight Fibre-reinforced Concrete (LWFC). Lightweight concrete is inherently weak in tension and has higher brittleness than the conventional concrete. To improve these and other properties, it is generally reinforced with deformed bars and fibres. There are number of studies that favour the use of Steel fibres, however such studies are mainly focused either on normal weight concrete or on the mechanical properties of different concretes. There are also different committee reports and in some cases specific sections of codes t

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Aoude, Hassan. "Structural behaviour of steel fibre reinforced concrete members." Thesis, McGill University, 2008. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=18676.

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A series of full-scale axial compression tests was conducted on RC and SFRC columns. The specimens, which were detailed with varying amounts of transverse reinforcement, were cast using a self-consolidating concrete (SCC) mix that contained various quantities of fibres. The results demonstrate that the addition of fibres leads to improvements in load carrying capacity and post-peak response. The results also show that the addition of steel fibres can partially substitute for the transverse reinforcement in RC columns, thereby improving constructability while achieving significant confinement.

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Jones, Peter A. "Flexural modelling of steel fibre reinforced sprayed concrete." Thesis, Loughborough University, 1998. https://dspace.lboro.ac.uk/2134/6885.

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A current limitation on the structural use of steel fibre reinforced sprayed concrete (that equally applies to cast steel fibre reinforced concrete) is a distinct lack of accepted design rationales and codes of practice. The research presented here describes the development of a model, based on conventional principles of mechanics, for predicting the flexure behaviour of a wet process sprayed concrete reinforced with deformed steel fibres. The model uses a stress-block diagram to represent the stresses (and resultant forces) that develop at a cracked section by three discrete stress zones: (a)

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Gurusamy, K. "The marine durability of steel fibre reinforced concrete." Thesis, University of Aberdeen, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234802.

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Jafarifar, Naeimeh. "Shrinkage behaviour of steel-fibre-reinforced-concrete pavements." Thesis, University of Sheffield, 2012. http://etheses.whiterose.ac.uk/7475/.

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The use of steel fibres extracted from waste tyres as reinforcement for concrete pavements has been developed at the University of Sheffield. The EU funded EcoLanes Project (Economical and sustainable pavement infrastructure for surface transport) undertook extensive research and developed solutions for Steel-Fibre-Reinforced-Concrete (SFRC) pavements with a particular focus on using recycled steel fibres and roller compacted concrete. The current research project ran alongside the EcoLanes project and aimed at contributing towards the development of design guidelines for pavements reinforced

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Paine, Kevin Andrew. "Steel fibre reinforced concrete for prestressed hollow core slabs." Thesis, University of Nottingham, 1998. http://eprints.nottingham.ac.uk/11095/.

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An investigation of prestressed concrete containing steel fibres as secondary reinforcement to improve performance in shear, flexure and bond is reported. Emphasis is placed on the use of steel fibres in prestresssed extruded hollow core slabs, since these common precast elements have intrinsic difficulty in incorporating traditional secondary reinforcement due to their unique shape and manufacturing method. Two separate studies were carried out. The first study involved laboratory investigations into the bond between fibre reinforced concrete (FRC) and the prestressing strand, and the shear b

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Oikonomou-Mpegetis, Sotirios. "Behaviour and design of steel fibre reinforced concrete slabs." Thesis, Imperial College London, 2013. http://hdl.handle.net/10044/1/23792.

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Using Steel Fibre Reinforced Concrete (SFRC) can bring substantial benefits to the construction industry of which savings in construction time and labour are most significant. In addition, steel fibres enhance crack control particularly when acting in conjunction with reinforcement bars. Despite the aforementioned benefits of SFRC, there is a still a lack of consensus on the principles that should be adopted in its design. Currently, a number of different test methods are used to determine the material properties of SFRC but there is no agreement on which method is best. As a result, steel fib

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Books on the topic "Steel-fibre reinforced concrete"

1

Society, Concrete. Guidance for the design of steel-fibre-reinforced concrete. Camberley: Concrete Society, 2007.

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2

Association of Concrete Industrial Flooring Contractors., ed. Steel fibre reinforced concrete industrial ground floors: An introductory guide. Leamington Spa: Association of Concrete Industrial Flooring Contractors, 1999.

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3

Smith, Joel Aaron. Implosion of steel fibre reinforced concrete cylinders under hydrostatic pressure. Ottawa: National Library of Canada, 1999.

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4

Choong, Kok Keong, Jayaprakash Jaganathan, Sharifah Salwa Mohd Zuki, Shahiron Shahidan, and Nurul Izzati Raihan Ramzi Hannan. Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2715-6.

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5

Roland Gerardus Adriaan de Waal. Steel fibre reinforced tunnel segments: For the application in shield driven tunnel linings. Delft: Delft University Press, 2000.

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6

RILEM Technical Committee162-TDF, Test and Design Methods for Steel Fibre Reinforced Concrete. Workshop. Test and design methods for steel fibre reinforced concrete: Background and experiences : proceedings of the RILEM TC 162-TDF Workshop, Bochum, Germany, 20-21 March 2003. Bagneux, France: RILEM Publications, 2003.

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7

Maidl. Steel Fibre Reinforced Concrete. Vch Pub, 1996.

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8

Jones, Peter Alwyn. Flexural modelling of steel fibre reinforced sprayed concrete. 1998.

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9

Johnston, Andrew. Use of steel fibre reinforced concrete to produce structural continuity in precast reinforced concrete slabs. 1999.

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10

Hon, John Wai Man. Effect of mix parameter on the flexural strength of steel fibre reinforced concrete. 2000.

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Book chapters on the topic "Steel-fibre reinforced concrete"

1

Stroeven, Piet. "Structural Characterization of Steel Fibre Reinforced Concrete." In Brittle Matrix Composites 2, 34–43. Dordrecht: Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-2544-1_3.

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2

Yadav, Shonu, Bibhuti Bhusan Das, and Sharan Kumar Goudar. "Durability Studies of Steel Fibre Reinforced Concrete." In Lecture Notes in Civil Engineering, 737–45. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_66.

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Al-Naimi, Hasanain K., and Ali A. Abbas. "Shrinkage of Steel-Fibre-Reinforced Lightweight Concrete." In RILEM Bookseries, 359–67. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58482-5_33.

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Al-Naimi, Hasanain K., and Ali A. Abbas. "Structural Behaviour of Steel-Fibre-Reinforced Lightweight Concrete." In RILEM Bookseries, 730–44. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58482-5_65.

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Nor, Noorsuhada Md, Abdul Hakeem Zulkifli, Soffian Noor Mat Saliah, Noor Syafeekha Mohamad Sakdun, Nor Z. Amin, Nor N. A. Anisah, and Azmi Ibrahim. "Experimental Assessment of Steel Fibre Reinforced Concrete Beam Strengthened with Carbon Fibre Reinforced Polymer." In Structural Integrity, 253–66. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-85646-5_19.

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6

Guofan, Zhao, and Huang Chengkui. "Test Method and Application of Steel Fibre Reinforced Concrete." In Brittle Matrix Composites 2, 629–38. Dordrecht: Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-2544-1_66.

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Al-Naimi, Hasanain K., and Ali A. Abbas. "A Constitutive Model for Steel-Fibre-Reinforced Lightweight Concrete." In RILEM Bookseries, 920–37. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58482-5_81.

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8

Brandt, A. M., and P. Stroeven. "Fracture Energy in Notched Steel Fibre Reinforced Concrete Beams." In Brittle Matrix Composites 3, 72–82. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3646-4_8.

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Look, Katharina, Peter Heek, and Peter Mark. "Direct Tensile Tests of Supercritical Steel Fibre Reinforced Concrete." In RILEM Bookseries, 132–42. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-83719-8_12.

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Saleh, Mofreh F., T. Yeow, G. MacRae, and A. Scott. "Effect of Steel Fibre Content on the Fatigue Behaviour of Steel Fibre Reinforced Concrete." In 7th RILEM International Conference on Cracking in Pavements, 815–25. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4566-7_79.

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Conference papers on the topic "Steel-fibre reinforced concrete"

1

"Durability of Steel Fibre Reinforced Concrete." In SP-212: Sixth CANMET/ACI: Durability of Concrete. American Concrete Institute, 2003. http://dx.doi.org/10.14359/12715.

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2

Vitt, G. "Steel fibre concrete industrial floors." In International RILEM Workshop on Test and Design Methods for Steelfibre Reinforced Concrete. RILEM Publications SARL, 2003. http://dx.doi.org/10.1617/2351580168.014.

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3

Ackermann, Florian P., and Jürgen Schnell. "Steel Fibre Reinforced Continuous Composite Slabs." In International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)11.

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4

Alberti, M. "Shear behaviour of polyolefin and steel fibre-reinforced concrete." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.235614.

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Bialkowski, Konstanty, and Jurij Karlovsek. "Estimating propagating velocity through steel fibre reinforced concrete." In 2014 IEEE International Symposium on Antennas and Propagation & USNC/URSI National Radio Science Meeting. IEEE, 2014. http://dx.doi.org/10.1109/aps.2014.6905109.

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6

Al-Naimi, Hasanain, and Ali Abbas. "DUCTILITY OF STEEL-FIBRE-REINFORCED RECYCLED LIGHTWEIGHT CONCRETE." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7203.19035.

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Schnütgen, B. "Design of precast steel fibre reinforced garages." In International RILEM Workshop on Test and Design Methods for Steelfibre Reinforced Concrete. RILEM Publications SARL, 2003. http://dx.doi.org/10.1617/2351580168.011.

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"Strength Properties of Steel Fibre Reinforced Concrete in Marine Environment." In SP-124: Thin Section Fiber Reinforced Concrete and Ferrocement. American Concrete Institute, 1990. http://dx.doi.org/10.14359/2322.

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9

Karththekeyan, T., and K. Baskaran. "Experimental study on steel fibre reinforced concrete for G-30 concrete." In 2016 Moratuwa Engineering Research Conference (MERCon). IEEE, 2016. http://dx.doi.org/10.1109/mercon.2016.7480152.

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NASSIF, AYMAN, JOHN WILLIAMS, OLUBISI IGE, and STEPHANIE BARNETT. "Distribution and orientation of steel fibres in steel fibre reinforced concrete." In Fouth International Conference on Advances in Civil, Structural and Construction Engineering - CSCE 2016. Institute of Research Engineers and Doctors, 2016. http://dx.doi.org/10.15224/978-1-63248-101-6-10.

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Reports on the topic "Steel-fibre reinforced concrete"

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REVIEW OF VARIOUS SHEAR CONNECTORS IN COMPOSITE STRUCTURES. The Hong Kong Institute of Steel Construction, December 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.8.

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Shear connectors are devices that provide shear connection at the interface of steel girders and reinforced concrete slabs in composite structures to accomplish composite action in a flexure. The seismic response of composite structures can be controlled using properly designed shear connectors. This state-of-the-art review article presents considerable information about the distinct types of shear connectors employed in composite structures. Various types of shear connectors, their uniqueness and characteristics, testing methods and findings obtained during the last decade are reviewed. The l

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