Relevant bibliographies by topics / Structural Lightweight Concrete

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

Academic literature on the topic 'Structural Lightweight Concrete'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Structural 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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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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Resende, Douglas Mol, José Maria Franco de Carvalho, Bárbara Oliveira Paiva, Gustavo dos Reis Gonçalves, Lais Cristina Barbosa Costa, and Ricardo André Fiorotti Peixoto. "Sustainable Structural Lightweight Concrete with Recycled Polyethylene Terephthalate Waste Aggregate." Buildings 14, no. 3 (2024): 609. http://dx.doi.org/10.3390/buildings14030609.

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Plastic is a widely consumed material with a high decomposition time, occupying significant space in landfills and dumps. Thus, strategies to reuse plastic waste are imperative for environmental benefit. Plastic waste is a promising eco-friendly building material for cement-based composites due to its reduced specific gravity and thermal conductivity. However, this waste reduces the composites’ mechanical strength. This work aims to produce and evaluate lightweight concretes made with only lightweight aggregates and mostly recycled plastic aggregates. Initially, an optimized dosage approach fo
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Khoshvatan, Mehdi, and Majid Pouraminia. "The Effects of Additives to Lightweight Aggregate on the Mechanical Properties of Structural Lightweight Aggregate Concrete." Civil and Environmental Engineering Reports 31, no. 1 (2021): 139–60. http://dx.doi.org/10.2478/ceer-2021-0010.

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Abstract In the paper, the effects of different percentages of additives (perlite, LECA, pumice) on the mechanical properties of structural lightweight aggregate concrete were tested and evaluated. For the research, 14 mixing designs with different amounts of aggregate, water, and cement were made. Experimental results showed that the specific gravity of lightweight structural concrete made from a mixture of LECA, pumice, and perlite aggregates could be 25-30% lighter than conventional concrete. Lightweight structural concrete with a standard specific gravity can be achieved by using a combina
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Alqahtani, Fahad K. "A Sustainable Alternative for Green Structural Lightweight Concrete: Performance Evaluation." Materials 15, no. 23 (2022): 8621. http://dx.doi.org/10.3390/ma15238621.

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The use of structural lightweight concrete in the construction industry is on the rise in the last few decades mainly because of the higher strength per unit density, as it reduces the total deal load of the structural elements as compared with normal strength concrete. In addition, the environmental concerns of the concrete industry have gained supreme importance in recent times, demanding vital and effectual steps. In this regard, the current study was carried out to formulate an alternative approach for producing a sustainable lightweight structural concrete. The study followed two stages:
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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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Ramesh, Kumar. "Utilizing pumice for enhanced structural lightweight concrete." i-manager's Journal on Structural Engineering 11, no. 4 (2023): 13. http://dx.doi.org/10.26634/jste.11.4.19793.

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The work studied the use of special concrete, specifically lightweight concrete, by incorporating pumice as a natural aggregate. One significant disadvantage of nominal concrete is its high dead load, or self-weight, which makes it economically inefficient as a structural material. In contrast, lightweight concrete, with its low density, offers advantages such as reduced dead loads and improved thermal insulation. This reduced density is achieved by partially replacing the coarse aggregate with pumice in the concrete mix. The investigation aimed to compare nominal concrete with lightweight con
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Przychodzień, Patrycja, and Jacek Katzer. "Properties of Structural Lightweight Aggregate Concrete Based on Sintered Fly Ash and Modified with Exfoliated Vermiculite." Materials 14, no. 20 (2021): 5922. http://dx.doi.org/10.3390/ma14205922.

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Despite the undoubted advantages of using lightweight concrete, its actual use for structural elements is still relatively small in comparison to ordinary concrete. One of the reasons is the wide range of densities and properties of lightweight aggregates available on the market. As a part of the research, properties of concrete based on sintered fly ash were determined. The ash, due to its relatively high density is suitable to be used as a filler for structural concretes. Concrete was based on a mixture of sintered fly ash and exfoliated vermiculite aggregate also tested. The purpose of the
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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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Dissertations / Theses on the topic "Structural 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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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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Asik, Mesut. "Structural Lightweight Concrete With Natural Perlite Aggregate And Perlite Powder." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607728/index.pdf.

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Structural lightweight aggregate concrete is an important and versatile material, which offers a range of technical, economic and environmental-enhancing and preserving advantages and is designed to become a dominant material in the new millennium. For structural application of lightweight concrete, the density is often more important than the strength. A decreased density for the same strength level reduces the self-weight, foundation size and construction costs. Structural lightweight aggregate concrete generally used to reduce dead weight of structure as well as to reduce the risk of earthq
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Cross, Benjamin Thomas. "Structural Performance of High Strength Lightweight Concrete Pretensioned Bridge Girders." Diss., Virginia Tech, 2012. http://hdl.handle.net/10919/26190.

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The use of high compressive strengths in prestressed bridge girders can lower costs by allowing for longer spans, increased girder spacing, and smaller cross-sections. If high strength lightweight concrete (HSLWC) is used, these advantages are further enhanced due to the corresponding reduction in self-weight. Additional benefits can then be realized in the form of more traffic lanes, increased load capacity, smaller substructures, reduced crane capacity requirements, and lower shipping costs. Despite the possible economic savings, HSLWC has been used infrequently in prestressed bridge girder
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Wahyuni, Ade Sri. "Structural characteristics of reinforced concrete beams and slabs with lightweight blocks infill." Thesis, Curtin University, 2012. http://hdl.handle.net/20.500.11937/1874.

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A Lightweight Sandwich Reinforced Concrete (LSRC) section has been developed with a novel use of prefabricated Autoclaved Aerated Concrete (AAC). This LSRC section is a reinforced concrete section in which AAC blocks are used as infill material in the section where concrete is considered ineffective under bending. This technology is suitable to be used for slab and beam.Five beams were prepared to investigate the flexural and shear capacity of the LSRC. Based on the test results, the flexural capacity was found to be almost identical to the capacity of the equivalent solid beam, while the shea
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El, Zareef Mohamed [Verfasser]. "Conceptual and Structural Design of Buildings made of Lightweight and Infra-Lightweight Concrete / Mohamed El Zareef." Aachen : Shaker, 2010. http://d-nb.info/1120864259/34.

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Zareef, Mohamed el [Verfasser]. "Conceptual and Structural Design of Buildings made of Lightweight and Infra-Lightweight Concrete / Mohamed El Zareef." Aachen : Shaker, 2010. http://nbn-resolving.de/urn:nbn:de:101:1-201612041611.

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Wu, Lixian. "Engineering and durability properties of high performance structural lightweight aggregate concrete." Thesis, University of Sheffield, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.265612.

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Sampaio, Zodinio Laurisa Monteiro. "Low cement structural lightweight concrete with optimized multiple waste mix design." PROGRAMA DE P?S-GRADUA??O EM CI?NCIA E ENGENHARIA DE MATERIAIS, 2017. https://repositorio.ufrn.br/jspui/handle/123456789/24353.

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Assunção, José Wilson. "Concreto Leve Autoadensável: avaliação da influência da argila expandida no processo de dosagem e nas propriedades do concreto." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/102/102131/tde-01072016-115653/.

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Esta tese aborda as influências do agregado leve na dosagem, características físicas e mecânicas de concreto autoadensável (CAA) quando na fração de graúdo da mistura, substitui-se parte do volume absoluto da brita de basalto (máx 19 mm) pelo volume equivalente de argila expandida brasileira (máx 12,7 mm). O fato de conhecer as implicações na reologia do CAA, provocadas pelo uso conjunto de agregados com características físicas distintas e, apresentar este tipo de concreto como uma alternativa promissora para uso na indústria da pré-fabricação em concreto, justificam esta pesquisa. A substitui
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Books on the topic "Structural Lightweight Concrete"

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

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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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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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Civieltechnisch Centrum Uitvoering Research en Regelgeving (Netherlands), ed. Structural behaviour of concrete with coarse lightweight aggregates. Published and distributed for CUR by A.A. Balkema, 1995.

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Domagała, Lucyna. Konstrukcyjne lekkie betony kruszywowe: Structural lightweight aggregate concrete. Wydawnictwo PK, 2014.

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Skinner, Eugene H. Structural uses and placement techniques for lightweight concrete in underground mining. U.S. Dept. of the Interior, Bureau of Mines, 1989.

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Skinner, Eugene H. Structural uses and placement techniques for lightweight concrete in underground mining. Dept. of the Interior, 1989.

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S, Aroni, RILEM Technical Committee 78-MCA., and RILEM Technical Committee 51-ALC., eds. Autoclaved aerated concrete: Properties, testing, and design : RILEM recommended practice. E & FN Spon, 1993.

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Leif, Berntsson, ed. Lightweight aggregate concrete: Science, technology, and applications. Noyes Publications/William Andrew Pub., 2003.

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

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Trad, Adrien, and Tala Tlaiji. "Bond Behavior of Structural Lightweight Concrete – Case of Prestressed Concrete Joists." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. https://doi.org/10.1007/978-3-031-80724-4_60.

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Hammer, Tor Arne, Klaas van Breugel, Steinar Helland, et al. "Economic Design and Construction with Structural Lightweight Aggregate Concrete." In Materials for Buildings and Structures. Wiley-VCH Verlag GmbH & Co. KGaA, 2005. http://dx.doi.org/10.1002/3527606211.ch3.

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Calderón, Verónica, Raquel Arroyo, Matthieu Horgnies, Ángel Rodríguez, and Pablo Luis Campos. "Lightweight Structural Recycled Mortars Fabricated with Polyurethane and Surfactants." In International Congress on Polymers in Concrete (ICPIC 2018). Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78175-4_61.

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Nia, Saeed B., Raymond Pepera, and Behrouz Shafei. "Affordable Phase Change Materials in Lightweight Concrete Walls for Superior Hygrothermal Performance." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_35.

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AbstractLightweight concrete is a popular construction material for its numerous benefits, including reduced weight, improved thermal insulation, and enhanced fire resistance. It can combine with functional additives to regulate moisture properties and improve indoor air quality, making it an ideal choice for walls and roofs. This versatile material not only enhances structural performance but also contributes to better indoor comfort. On the other hand, phase change materials (PCMs) have emerged as an effective solution for reducing energy consumption. However, moisture-related issues, such a
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Berner, D. E., and B. C. Gerwick. "Static and Cyclic Behavior of Structural Lightweight Concrete at Cryogenic Temperatures." In Ocean Space Utilization ’85. Springer Japan, 1985. http://dx.doi.org/10.1007/978-4-431-68284-4_47.

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Conference papers on the topic "Structural Lightweight Concrete"

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Lukačević, Ivan, Ivan Curkovic, Andrea Rajić, and Vlaho Žuvelek. "Advancements in Lightweight Cold-Formed Composite Steel-Concrete Floor Systems: Recent Findings from the LWT-FLOOR Project." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0064.

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&lt;p&gt;Nowadays, the reuse and recycling of steel-concrete composite structures is a topic of significant interest. However, traditional systems do not provide easy dismantling possibilities making reuse and recycling not viable. Innovative projects like the LWT-FLOOR project ongoing at the University of Zagreb, Faculty of Civil Engineering, Croatia, are trying to overcome these obstacles. The LWT- FLOOR project aims to develop a novel structural floor system with a demountable shear connection. The proposed system is formed of built-up cold-formed steel beams and cast-in-place concrete slab
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Sudibyo, Gathot Heri, Arnie Widyaningrum, Muhammad Syauqi Anjana, et al. "Effect of External Steel Wire Rope Strengthening on the Flexural Behavior of RC Beams." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2664.

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&lt;p&gt;Reinforced concrete structures often require repair or strengthening during their service life. Steel wire ropes, known for their high tensile strength, low weight, and flexibility, offer an effective solution for such applications. This study investigated the use of external steel wire ropes for strengthening concrete beams, leveraging their high tensile strength and lightweight properties. Five beam specimens were tested under four-point bending, showing up to a 2.5-fold increase in load capacity compared to the unstrengthened control beam, along with notable improvements in stiffne
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Shen, Zhouhui, Dongdong Chen, and Ye Xia. "Ensemble Learning-based Lightweight Acoustic Approach for Void Detection in Concrete-filled Steel Tubular Arch Bridges." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0736.

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&lt;p&gt;In concrete-filled steel tubular (CFST) arch bridges, shrinkage induced by axial pressure and temperature is prone to cause air voids at the arch ring, which seriously affects the structural performance. However, traditional shallow machine learning approaches have limited generalization performance, while deep learning models require long iteration times and substantial computational resources. Therefore, this study proposes a lightweight approach for CFST void detection based on ensemble learning and one-dimensional Mel-frequency cepstral coefficients (MFCC). Feature extraction meth
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Schilling, Mark S. "Fireproofing for Petrochemical Facilities." In Paint and Coatings Expo (PACE) 2005. SSPC, 2005. https://doi.org/10.5006/s2005-00050.

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Fireproofing is employed in refineries and petrochemical plants to minimize the escalation of a fire that would occur with the failure of structural supports and the overheating of pressure vessels. The damage that fire could potentially do very early on, could add significant fuel to the fire. The purpose of fireproofing therefore, is to buy time. The traditional method of fireproofing has been poured-in-place concrete or gunite. Other fireproofing materials, such as lightweight cements, prefabricated cementitious board, and intumescent coatings are used to a lesser extent, primarily in areas
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Hamza, Muhammad, Ali Raza, Ahmed Ijaz, and Hamad Ali. "Finite Element Analysis of Reinforced Concrete (RC) Beams Reinforced with Glass Fiber Reinforced Polymer (GFRP)." In Technology Enabled Civil Infrastructure Engineering & Management Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-u90nlw.

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Fiber Reinforced Polymer (FRP) has been used in construction as it is lightweight, has flexural strength, is more durable and resistant to corrosion, impact, and fire. Finite Element Analysis (FEA) is a modern technique to predict the tensile behavior and cracking pattern of structural members using nonlinear finite element analysis (NLFEA). In this current study, 11 specimens of Glass Fiber Reinforced Polymer (GFRP) reinforced concrete (RC) Beams with different reinforcement bars (#5, #6 and #8 bars) and spacing (30mm, 38mm and 50 mm) along with two different concrete strengths (Normal and hi
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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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Reports on the topic "Structural Lightweight Concrete"

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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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Briggs, Nicholas E., and Jerome F. Hajjar. Cyclic Seismic Behavior of Concrete-filled Steel Deck Diaphragms. Department of Civil and Environmental Engineering, Northeastern University, 2023. http://dx.doi.org/10.17760/d20593269.

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Earthquake disasters in the United States account for $6.1 billion of economic losses each year, much of which is directly linked to infrastructure damage. These natural disasters are unpredictable and represent one of the most difficult design problems regarding constructing resilient infrastructure. Structural floor and roof diaphragms act as the horizontal portion of the lateral force resisting system (LFRS), distributing the seismically derived inertial loads out from the heavy concrete slabs to the vertical LFRS. Concrete-filled steel deck diaphragms are ubiquitously used in steel constru
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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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Tehrani, Fariborz. Strategized Reduction of Greenhouse Gas Emissions Through Predicting and Extending the Service Life of Concrete Pavements and Bridges. Mineta Transportation Institute, 2025. https://doi.org/10.31979/mti.2025.2447.

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Abstract:
Strong, durable concrete is key to resilient, long-lasting transportation infrastructure—especially in the face of climate change. This project explores innovative strategies for predicting and enhancing the service life of concrete in pavement and bridge systems, addressing the pressing need for sustainable transportation infrastructure. As concrete is pivotal to the durability and resilience of such structures, its environmental impact demands urgent attention. This project aims to reduce greenhouse gas emissions throughout their lifecycle by extending the service life of concrete pavements
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Huang, Cihang, Yen-Fang Su, and Na Lu. Self-Healing Cementitious Composites (SHCC) with Ultrahigh Ductility for Pavement and Bridge Construction. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317403.

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Cracks and their formations in concrete structures have been a common and long-lived problem, mainly due to the intrinsic brittleness of the concrete. Concrete structures, such as rigid pavement and bridge decks, are prone to deformations and deteriorations caused by shrinkage, temperature fluctuation, and traffic load, which can affect their service life. Rehabilitation of concrete structures is expensive and challenging—not only from maintenance viewpoints but also because they cannot be used for services during maintenance. It is critical to significantly improve the ductility of concrete t
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Rahman, Mohammad, Ahmed Ibrahim, and Riyadh Hindi. Bridge Decks: Mitigation of Cracking and Increased Durability—Phase III. Illinois Center for Transportation, 2020. http://dx.doi.org/10.36501/0197-9191/20-022.

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Early-age cracking in concrete decks significantly reduces the service life of bridges. This report discusses the application of various concrete mixtures that include potential early mitigation ingredients. Large-scale (7 ft × 10 ft) experimental bridge prototypes with similar restraint conditions found in actual bridges were poured with different concrete mixtures to investigate mitigation techniques. Portland cement (control), expansive Type K cement, internally cured lightweight aggregate (LWA), shrinkage-reducing admixture (SRA), and gypsum mineral were investigated as mitigating ingredie
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