Relevant bibliographies by topics / Lightweight concrete

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Lightweight concrete'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "Lightweight concrete"

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Zach, J., J. Bubeník, and M. Sedlmajer. "Development of lightweight structural concrete with the use of aggregates based on foam glass." IOP Conference Series: Materials Science and Engineering 1205, no. 1 (2021): 012014. http://dx.doi.org/10.1088/1757-899x/1205/1/012014.

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Abstract Lightweight concretes are increasingly being used in the construction industry, either for the overall lightweighting of the structure itself, reducing material consumption for construction and thus CO2 emissions, or for specific reasons such as improving the thermal insulation properties of the structure or acoustic properties. Today, lightweight concretes with lightweight expanded aggregates (expanded clay, agloporite) are most commonly used. This paper deals with the production of lightweight concretes lightweighted with foamed glass-based aggregates. Foamed glass is a lightweight
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Křížová, Klára, Jan Bubeník, and Martin Sedlmajer. "Use of Lightweight Sintered Fly Ash Aggregates in Concrete at High Temperatures." Buildings 12, no. 12 (2022): 2090. http://dx.doi.org/10.3390/buildings12122090.

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This study addresses the issue of the resistance to high temperatures of lightweight concrete lightweighted with sintered fly ash aggregate. Lightweight concretes with different amounts of lightweighting and their properties after loading temperatures of 600, 800 and 1000 °C were investigated. In particular, the effect of high temperature on the mechanical properties of the concrete was determined on the test specimens, and the effect on the microstructure was investigated by X-ray diffraction analysis and scanning electron microscopy. It was found that there is an increase in compressive stre
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Paskachev, A. B., T. G. Rzhevskaya, S. A. Stel'makh, E. M. Shcherban, L. D. Mailyan, and A. L. Mailyan. "Comparison of the effectiveness of microsilica modification of lightweight concretes with coarse aggregates from various rocks." Izvestiya vuzov. Investitsii. Stroitelstvo. Nedvizhimost 14, no. 1 (2024): 82–95. http://dx.doi.org/10.21285/2227-2917-2024-1-82-95.

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A promising line of research in construction science and practice is the creation of lightweight concretes. They exhibit the so-called strength-density ratio, i. e. a relative characteristic between the strength and weight of the resulting concrete. This ratio simultaneously reflects the maximum possible weight reduction of the structure and its operational reliability. The research aims to compare the effectiveness of microsilica modification of lightweight concretes produced with coarse aggregates from various rocks. The study analyzed the existing scientific literature on lightweight concre
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Upasiri, Irindu, Chaminda Konthesingha, Anura Nanayakkara, Keerthan Poologanathan, Brabha Nagaratnam, and Gatheeshgar Perampalam. "Evaluation of fire performance of lightweight concrete wall panels using finite element analysis." Journal of Structural Fire Engineering 12, no. 3 (2021): 328–62. http://dx.doi.org/10.1108/jsfe-10-2020-0030.

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Purpose In this study, the insulation fire ratings of lightweight foamed concrete, autoclaved aerated concrete and lightweight aggregate concrete were investigated using finite element modelling. Design/methodology/approach Lightweight aggregate concrete containing various aggregate types, i.e. expanded slag, pumice, expanded clay and expanded shale were studied under standard fire and hydro–carbon fire situations using validated finite element models. Results were used to derive empirical equations for determining the insulation fire ratings of lightweight concrete wall panels. Findings It wa
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Sedlmajer, Martin, Jiří Zach, and Jan Bubeník. "USING SECONDARY RAW MATERIALS IN LIGHTWEIGHT OPEN-STRUCTURE CONCRETE WITH GOOD UTILITY PROPERTIES." Acta Polytechnica CTU Proceedings 22 (July 25, 2019): 94–98. http://dx.doi.org/10.14311/app.2019.22.0094.

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The paper presents the results of research in lightweight concrete with open structure made using a lightweight porous foam-glass aggregate produced from recycled glass powder. The goal was to develop lightweight concrete. In order to achieve the best possible properties while reducing binder content, the concrete was reinforced with by-product fibres, which helped reduce the weight of the concrete while delivering satisfactory mechanical properties. In the paper are proposed lightweight concrete with open structure made using foam-glass aggregate. Mechanical, thermal-insulating and acoustic p
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Thienel, Karl-Christian, Timo Haller, and Nancy Beuntner. "Lightweight Concrete—From Basics to Innovations." Materials 13, no. 5 (2020): 1120. http://dx.doi.org/10.3390/ma13051120.

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Lightweight concrete has a history of more than two-thousand years and its technical development is still proceeding. This review starts with a retrospective that gives an idea of the wide range of applications covered by lightweight concrete during the last century. Although lightweight concrete is well known and has proven its technical potential in a wide range of applications over the past decades, there are still hesitations and uncertainties in practice. For that reason, lightweight aggregate properties and the various types of lightweight concrete are discussed in detail with a special
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Wongkvanklom, Athika, Patcharapol Posi, Banlang Khotsopha, et al. "Structural Lightweight Concrete Containing Recycled Lightweight Concrete Aggregate." KSCE Journal of Civil Engineering 22, no. 8 (2017): 3077–84. http://dx.doi.org/10.1007/s12205-017-0612-z.

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Raupov, Ch.S. Malikov G.B. Zokirov J.J. "FOREIGN EXPERIENCE IN THE USE OF HIGH-STRENGTH EXPANDED CLAY CONCRETE IN BRIDGE CONSTRUCTION (LITERATURE REVIEW)." EURASIAN JOURNAL OF ACADEMIC RESEARCH 2, no. 10 (2022): 125–40. https://doi.org/10.5281/zenodo.7119543.

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The paper presents foreign experience in the use of high–strength expanded clay concrete in bridge structures, sets the average density ranges according to the European standard EN 206-1 for structural lightweight concrete, world experience in the development of lightweight concretes with increased strength and prospects for the development of high-strength lightweight concrete, the benefits of using lightweight concrete in bridge construction, a tendency to increase the proportion of structural lightweight concrete with a strength of 45 - 70 MPa in bridge construction. Based on the anal
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Szafraniec, Małgorzata, and Danuta Barnat-Hunek. "Evaluation of the contact angle and wettability of hydrophobised lightweight concrete with sawdust." Budownictwo i Architektura 19, no. 2 (2020): 019–32. http://dx.doi.org/10.35784/bud-arch.1644.

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The aim of the research presented in the paper was to evaluate the feasibility of using hydrophobic preparations based on organosilicon compounds for protection treatment on the lightweight concrete modified with sawdust. The experimental part of the work concerns the physical and mechanical properties of lightweight concrete and the influence of two hydrophobic agents on the contact angle of the material. Lightweight concrete contact angle (θw) was determined as a time function using one measuring liquid. Water repellent coatings in lightweight concrete structure with the coarse aggregate saw
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Barnat-Hunek, Danuta, Piotr Smarzewski, Grzegorz Łagód, and Zbigniew Suchorab. "Evaluation of the Contact Angle of Hydrophobised Lightweight-Aggregate Concrete with Sewage Sludge." Ecological Chemistry and Engineering S 22, no. 4 (2015): 625–35. http://dx.doi.org/10.1515/eces-2015-0037.

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Abstract The aim of the research presented in the paper was to evaluate the feasibility of using hydrophobic preparations based on organosilicon compounds for protection treatment of lightweight aggregates modified with municipal sewage sludge. Issues related to the wettability of the surface layer of hydrophobised lightweight-aggregate concrete supplemented with sewage sludge are discussed in the paper. The experimental part of the study is focused on the physical and mechanical characteristics of lightweight-aggregate concrete and the effect of two hydrophobic preparations on the contact ang
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Dissertations / Theses on the topic "Lightweight concrete"

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Van, Rooyen Algurnon Steve. "Structural lightweight aerated concrete." Thesis, Stellenbosch : Stellenbosch University, 2013. http://hdl.handle.net/10019.1/80106.

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Thesis (MScEng)--Stellenbosch University, 2013.<br>Cellular concrete is a type of lightweight concrete that consists only of cement, water and sand with 20 per cent air by volume or more air entrained into the concrete. The two methods used for air entrainment in cellular concrete are (1) the use of an air entraining agent (AEA), and (2) the use of pre-formed foam. If pre-formed foam is used to entrain air into the concrete the concrete is named foamed concrete and if an AEA is used the concrete is termed aerated concrete. Depending on the type of application, structural or nonstructural,
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Madandoust, R. "Strength assessment of lightweight concrete." Thesis, University of Liverpool, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.314561.

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Ghavam-Shahidy, Hamid. "Lightweight aggregate reinforced concrete deep beams." Thesis, University of Dundee, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.503556.

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Banta, Timothy E. "Horizontal Shear Transfer Between Ultra High Performance Concrete And Lightweight Concrete." Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/31446.

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Ultra high performance concrete, specifically Ductal® concrete, has begun to revolutionize the bridge design industry. This extremely high strength material has given smaller composite sections the ability to carry larger loads. As the forces being transferred through composite members are increasing in magnitude, it is vital that the equations being used for design are applicable for use with the new materials. Of particular importance is the design of the horizontal shear reinforcement connecting the bridge deck to the top flange of the beams. Without adequate shear transfer, the flexur
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Arasteh, A. R. "Structural applications of lightweight aggregate foamed concrete." Thesis, University of Westminster, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.382269.

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Catoia, Thiago. "Concreto ultraleve® estrutural com pérolas de EPS: caracterização do material e estudo de sua aplicação em lajes." Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-19122012-104222/.

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A utilização de concreto leve decorre especialmente dos benefícios promovidos pela redução da massa específica do material, tais como menores esforços nas estruturas, economia com fôrmas e cimbramento, além de diminuição dos custos com transporte e montagem de construções pré-fabricadas. Atualmente, além das questões técnicas e econômicas, a escolha dos materiais de construção deve levar em conta os aspectos ambientais. Portanto, o uso de poliestireno expandido (EPS) na produção de concreto pode abrir portas para o emprego de resíduos de materiais dessa natureza, e ainda usufruir de sua baixa
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Argudo, Jaime Fernando. "Evaluation and synthesis of experimental data for autoclaved aerated concrete /." Full-text Adobe Acrobat (PDF) file, 2003. http://www.engr.utexas.edu/research/fsel/FSEL_reports/Thesis/Argudo,%20Jaime.pdf.

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Wilkinson, Ryan Jeffrey. "Behavior of Unreinforced Lightweight Cellular Concrete Backfill for Reinforced Concrete Retaining Walls." BYU ScholarsArchive, 2021. https://scholarsarchive.byu.edu/etd/9101.

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Lightweight cellular concrete (LCC) is a mixture of cement, water and foam, with a density less than 50 pcf. This material is being used increasingly often in a variety of construction applications due to its self-leveling, self-compacting, and self-consolidating properties. LCC may be used as a backfill or structural fill in areas where traditional granular backfill might normally be used. This material may be especially advantageous in areas where the underlying soil may not support the weight of a raised earth embankment. Testing on the behavior of LCC when used as backfill behind retaining
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Dunbeck, Jennifer. "Evaluation of high strength lightweight concrete precast, prestressed bridge girders." Thesis, Atlanta, Ga. : Georgia Institute of Technology, 2009. http://hdl.handle.net/1853/28091.

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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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Books on the topic "Lightweight concrete"

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1941-, Clarke John L., ed. Structural lightweight aggregate concrete. Blackie Academic & Professional, 1993.

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Brown, Heather J., and Matthew Offenberg. Pervious concrete. ASTM International, 2012.

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Bennett, D. F. H. Structural concrete updates: High-strength concrete, lightweight concrete and shearheads. Published on behalf of the industry sponsors of the Reinforced Concrete Campaign by the British Cement Association, 1990.

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A, Holm Thomas, Vaysburd Alexander M, and American Concrete Institute, eds. Structural lightweight aggregate concrete performance. American Concrete Institute, 1992.

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P, Ries John, Holm Thomas A, ACI Committee 213., and American Concrete Institute Convention, eds. High-performance structural lightweight concrete. American Concrete Institute, 2004.

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Silaenkov, E. S. Dolgovechnostʹ izdeliĭ iz i͡a︡cheistykh betonov. Stroĭizdat, 1986.

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I͡Amleev, U. A. Tekhnologii͡a proizvodstva legkobetonnykh konstrukt͡siĭ. Stroĭizdat, 1985.

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ACI Committee 523. Guide for cast-in-place low density cellular concrete. American Concrete Institute, 2006.

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Komokhov, P. G. Strukturnai͡a︡ mekhanika i teplofizika legkogo betona. Vologodskiĭ nauch. t͡s︡entr, 1992.

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RILEM International Symposium on Autoclaved Aerated Concrete (1992 Zürich, Switzerland). Advances in autoclaved aerated concrete: Proceedings of the 3rd RILEM International Symposium on Autoclaved Aerated Concrete, Zürich, Switzerland, 14-16 October 1992. A.A. Balkema, 1992.

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Book chapters on the topic "Lightweight concrete"

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Hoffman, Edward S., David P. Gustafson, and Albert J. Gouwens. "Structural Lightweight Aggregate Concrete." In Structural Design Guide to the ACI Building Code. Springer US, 1998. http://dx.doi.org/10.1007/978-1-4757-6619-6_15.

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Hansemann, Georg, Christoph Holzinger, Robert Schmid, Joshua Paul Tapley, Stefan Peters, and Andreas Trummer. "Lightweight Reinforced Concrete Slab." In Towards Radical Regeneration. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-13249-0_36.

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Mehdizadeh, Samim, and Oliver Tessmann. "Animate Concrete: Materialization of Concrete Element Kinetic Assemblies." In Computational Design and Robotic Fabrication. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-8405-3_33.

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AbstractAnimate Concrete informs building elements for motion and future reuse. This paper gives technical insight into strategies to reconfigure building systems with lightweight and movable concrete elements. Animate Concrete asks, what if architecture becomes an ever-changing system built with lightweight but heavy-looking elements that can move, assemble and disassemble through a gentle human touch? This vision allows for a versatile space, adaptation, and reconfigurability. Animate Concrete furthermore seeks to provide novel strategies to minimize material consumption for building element
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Nojiri, Y., Y. Tazawa, and Y. Nobuta. "Durability of Lightweight Concrete for Arctic Concrete Structures." In Ocean Space Utilization ’85. Springer Japan, 1985. http://dx.doi.org/10.1007/978-4-431-68284-4_46.

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Matthäus, Carla, Daniel Weger, Thomas Kränkel, Luis Santos Carvalho, and Christoph Gehlen. "Extrusion of Lightweight Concrete: Rheological Investigations." In RILEM Bookseries. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-22566-7_47.

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Mittal, Ayush, Akhilesh Singh, Aman Kumar Chaudhary, and Avinash Kumar. "Lightweight Concrete by Using Waste Materials." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2676-3_7.

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Pratikto, Pratikto, and Anni Susilowati. "Precast Concrete Slab of Lightweight Brick." In Proceedings of the International Conference on Applied Science and Technology on Engineering Science 2023 (iCAST-ES 2023). Atlantis Press International BV, 2024. http://dx.doi.org/10.2991/978-94-6463-364-1_23.

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Trad, Ayman, Hassan Ghanem, and Raafat Ismail. "Bond Behaviour of Structural Lightweight Concrete." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_71.

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Ma, X., Y. Zhuge, D. Li, and N. Gorjian. "Structural Properties of Lightweight Rubberized Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7603-0_6.

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Holschemacher, K., A. Ali, and S. Iqbal. "Bond of reinforcement in lightweight concrete." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-210.

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Conference papers on the topic "Lightweight concrete"

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"Lightweight Concrete in the Marine Environment." In SP-218: High Performance Structural Lightweight Concrete. American Concrete Institute, 2004. http://dx.doi.org/10.14359/13053.

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"Lightweight Concrete Makes a Dam Float." In SP-218: High Performance Structural Lightweight Concrete. American Concrete Institute, 2004. http://dx.doi.org/10.14359/13057.

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"High Strength Lightweight Aggregate Concrete for Arctic Applications--Part 1: Unhardened Concrete Properties." In SP-136: Structural Lightweight Aggregate Concrete Performance. American Concrete Institute, 1993. http://dx.doi.org/10.14359/4008.

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"Shear Strength of Lightweight Reinforced Concrete Beams." In SP-218: High Performance Structural Lightweight Concrete. American Concrete Institute, 2004. http://dx.doi.org/10.14359/13055.

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""High-Ductility, High-Strength Lightweight Aggregate Concrete"." In SP-136: Structural Lightweight Aggregate Concrete Performance. American Concrete Institute, 1993. http://dx.doi.org/10.14359/4128.

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"Lightweight Concrete Bridges for California Highway System." In SP-136: Structural Lightweight Aggregate Concrete Performance. American Concrete Institute, 1993. http://dx.doi.org/10.14359/4240.

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"Pumping of Lightweight Concrete Using Non-Presoaked Lightweigh tAggregate." In SP-109: Concrete in Marine Environment. American Concrete Institute, 1988. http://dx.doi.org/10.14359/2096.

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""Durability of Lightweight Concrete and its Connections With the Composition of Concrete, Design, and Construction Methods"." In SP-136: Structural Lightweight Aggregate Concrete Performance. American Concrete Institute, 1993. http://dx.doi.org/10.14359/4267.

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"Norway Bridges Using High Performance Lightweight Aggregate Concrete." In SP-218: High Performance Structural Lightweight Concrete. American Concrete Institute, 2004. http://dx.doi.org/10.14359/13063.

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"Composite Bridge Systems with High-Performance Lightweight Concrete." In SP-218: High Performance Structural Lightweight Concrete. American Concrete Institute, 2004. http://dx.doi.org/10.14359/13056.

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Reports on the topic "Lightweight concrete"

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Sneed, Lesley H., and Dane M. Shaw. Lightweight Concrete Modification Factor for Shear Friction. Precast/Prestressed Concrete Institute, 2013. http://dx.doi.org/10.15554/pci.rr.comp-007.

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Zareh, Mohammad. Comparative study of lightweight and normal weight concrete in flexure. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.1481.

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Ramirez, J., J. Olek, and Eric Rolle. Performance of Bridge Decks and Girders with Lightweight Aggregate Concrete. Purdue University, 2000. http://dx.doi.org/10.5703/1288284313288.

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Cross, Rachel, and Sandip Chhetri. Extended Testing of Strand Lifting Loop Capacity. Precast/Prestressed Concrete Intitute, 2023. http://dx.doi.org/10.15554/pci.rr.misc-008.

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This work on lifting loops builds on previous investigations and testing (Chhetri et al, 2020; Chhetri et al, 2021) and considers additional design and detailing parameters for prestressing strand lifting loops. The results from the loops in lightweight concrete demonstrated the influence of Mohs hardness of the coarse aggregate on loop capacity. These loops generally performed better than the Mertz test loops in normalweight concrete (Chhetri et al., 2021), which had a softer coarse aggregate. In addition, the strand bond of the loops used for the lightweight concrete testing was higher. Both
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Phan, Long T., and H. S. Lew. Punching shear resistance of lightweight concrete offshore structures for the Arctic:. National Bureau of Standards, 1988. http://dx.doi.org/10.6028/nist.ir.88-4007.

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McLean, David I., H. S. Lew, Long T. Phan, and Mary Sansalone. Punching shear resistance of lightweight concrete offshore structures for the Arctic :. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3388.

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Phan, Long T., H. S. Lew, and David I. McLean. Punching shear resistance of lightweight concrete offshore structures for the Arctic :. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3440.

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McLean, David I., H. S. Lew, Long T. Phan, and Hae In Kim. Punching shear resistance of lightweight concrete offshore structures for the Arctic :. National Bureau of Standards, 1986. http://dx.doi.org/10.6028/nbs.ir.86-3454.

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Deb, Robin, Paramita Mondal, and Ardavan Ardeshirilajimi. Bridge Decks: Mitigation of Cracking and Increased Durability—Materials Solution (Phase III). Illinois Center for Transportation, 2020. http://dx.doi.org/10.36501/0197-9191/20-023.

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Type K cement offers a lower slump than conventional concrete, even at a higher water-to-cement ratio. Therefore, a suitable chemical admixture should be added to the Type K concrete mix design at a feasible dosage to achieve and retain target slump. In this project, a compatibility study was performed for Type K concrete with commercially available water-reducing and air-entraining admixtures. Slump and air content losses were measured over a period of 60 minutes after mixing and a particular mid-range water-reducing admixture was found to retain slump effectively. Furthermore, no significant
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Ramirez, J., J. Olek, and Eric Rolle. Performance of Bridge Decks and Girders with Lightweight Aggregate Concrete, v. 2 of 2. Purdue University, 2000. http://dx.doi.org/10.5703/1288284314240.

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