Relevant bibliographies by topics / Concrete performance

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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 'Concrete performance'

Author: Grafiati
Published: 7 June 2025
Last updated: 2 August 2025

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Journal articles on the topic "Concrete performance"

1

Sivasanthosh, C., S. Karthik, and D. Samuel Abraham. "Performance of Foam Concrete." International Journal of Research Publication and Reviews 4, no. 11 (2023): 2969–74. http://dx.doi.org/10.55248/gengpi.4.1123.113206.

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Shah, S. P. "High-performance concrete: controlled performance concrete." Magazine of Concrete Research 49, no. 178 (1997): 1–3. http://dx.doi.org/10.1680/macr.1997.49.178.1.

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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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Pani, Luisa, Lorena Francesconi, James Rombi, Fausto Mistretta, Mauro Sassu, and Flavio Stochino. "Effect of Parent Concrete on the Performance of Recycled Aggregate Concrete." Sustainability 12, no. 22 (2020): 9399. http://dx.doi.org/10.3390/su12229399.

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Recycling concrete construction waste is a promising way towards sustainable construction. Indeed, replacing natural aggregates with recycled aggregates obtained from concrete waste lowers the environmental impact of concrete constructions and improves natural resource conservation. This paper reports on an experimental study on mechanical and durability properties of concretes casted with recycled aggregates obtained from two different parent concretes, belonging to two structural elements of the old Cagliari stadium. The effects of parent concretes on coarse recycled aggregates and on new st
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Kieslich, Hubertus, and Klaus Holschemacher. "Composite Constructions of Timber and High-Performance Concrete." Advanced Materials Research 133-134 (October 2010): 1171–76. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.1171.

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Currently Timber-Concrete Composite (TCC) Constructions are often applied for strengthening existing timber beam slabs. The load bearing capacity of the composite construction is primarily affected by the material properties of the timber beam and the concrete slab. But the type of bond between both parts is also of high importance. The concrete slab has to perform several tasks, not only in load carrying direction of the ceiling but also perpendicular to the direction of span or for stiffening the whole building. These tasks will be pointed out in this paper. Furthermore the working process (
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Bílek, Vlastimil, David Pytlík, and Marketa Bambuchova. "High Performance Concrete with Ternary Binders." Key Engineering Materials 761 (January 2018): 120–23. http://dx.doi.org/10.4028/www.scientific.net/kem.761.120.

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Use a ternary binder for production of a high performance concrete with a compressive strengths between 120 and 170 MPa is presented. The water to binder ratio of the concrete is 0.225 and the binder is composed of Ordinary Portland Cement (OPC), condensed silica fume (CSF), ground limestone (L), fly ash (FA) and metakaoline (MK). The dosage of (M + CSF) is kept at a constant level for a better workability of fresh concrete. Different workability, flexural and compressive strengths were obtained for concretes with a constant cement and a metakaoline dosage, and for a constant dosage (FA + L) b
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Praveena, S., and Pradeep P. "Performance Evaluation of Internally Cured High Performance Concrete." International Journal of Scientific Engineering and Research 4, no. 5 (2016): 57–59. https://doi.org/10.70729/ijser15806.

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Abid, Faizan, R. C. Patil, and Rakesh Sakale. "Development of High Performance Concrete." International Journal of Trend in Scientific Research and Development Volume-2, Issue-2 (2018): 1465–79. http://dx.doi.org/10.31142/ijtsrd10745.

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Dobiáš, Daniel, and Radka Pernicová. "Diffusion of Chloride Ions in Ultra High Performance Concrete." Advanced Materials Research 1106 (June 2015): 21–24. http://dx.doi.org/10.4028/www.scientific.net/amr.1106.21.

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The article is dealing with study of chloride ions diffusion in ultra-high performance concrete UHPC, which might be potentially dangerous. Life of concrete structures, in particular in transport sector is jeopardized by risk of steel reinforcement corrosion with regards to exposure of the concrete surface to direct impact of de-icing salts. Measured data were examined in relation to the depth of penetration of chloride ions into the concrete structure. Experiment results proved that UHPC concretes are more resistant to penetration of chlorides than normal strength concretes.
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Sugár, Viktória, Márton Takács, and Vilmos Ovári. "Investigation and Application of High Performance Concretes." Materials Science Forum 659 (September 2010): 517–21. http://dx.doi.org/10.4028/www.scientific.net/msf.659.517.

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Recent research work of the authors is dealing with preparing, investigation and application of high performance concretes (HPC) produced by the mean of results of modern concrete technology. These special types of concrete have one or more outstanding properties conversely the normal concrete. This article is focusing on the results of the experiments regarding self compacting concrete (SCC). During the investigation, effects of the fine-graded fraction was studied, which is indispensable component of the SCC. The effects of bulk density, consistency, air content, compressive strenght were an
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Dissertations / Theses on the topic "Concrete performance"

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Gross, Shawn Patrick. "Field performance of prestressed high performance concrete highway bridges in Texas /." Digital version accessible at:, 1998. http://wwwlib.umi.com/cr/utexas/main.

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Dodds, Wayne J. "Durability performance of coarse crushed concrete aggregate structural concrete." Thesis, Loughborough University, 2017. https://dspace.lboro.ac.uk/2134/27534.

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Crushed or recycled concrete aggregates (CCA/RCA) is an increasingly popular material as a replacement for natural aggregates in concrete due to industry demands for more recycled, lower carbon and responsibly sourced materials. In the UK, the majority of CCA is utilised in non-structural applications such as: a general fill material, road base/subbase or in low-grade concrete. Recycled aggregate producers however, are seeking new ways to incorporate CCA into higher value applications such as structural concrete to increase profits. Opportunities to incorporate CCA into structural concrete may
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Sibanda, Bongani. "Vibration based performance assessment of concrete-concrete composite bridges." Master's thesis, University of Cape Town, 2009. http://hdl.handle.net/11427/8988.

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Includes bibliographical references (leaves 142-148).<br>Concrete composites consisting of precast pre-stressed standardized beams and a cast in-situ deck slab have been used for the construction of short to medium span bridges for the past four decades in South Africa and worldwide. The pre-cast beams and cast in-situ slab are commonly connected using shear connectors. Failure of these connectors would compromise the composite action of the structure, thus reducing the load carrying capacity and hence its efficiency. This study seeks to assess the integrity of such shear connectors using dyna
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Leung, Chun-yu Cliff, and 梁鎮宇. "Performance of in-situ concrete stitches in precast concrete segmentalbridges." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B49617758.

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Multi-span precast concrete segmental bridges are commonly constructed using the balanced cantilever method, which essentially involves sequentially extending precast segments outwards from each pier in a balanced manner. A gap of 100 to 200 mm wide is usually provided around the mid-span location between the last two approaching segments to facilitate erection. In-situ concrete is then cast to ‘stitch’ the segments together, thus making the bridge deck continuous. In the current practice, the in-situ concrete stitches are usually designed to be capable of sustaining considerable sagging mome
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Ng, Yu-ting Ivan. "Performance and robustness of self-consolidating concrete." Click to view the E-thesis via HKUTO, 2008. http://sunzi.lib.hku.hk/hkuto/record/B4088790X.

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Gorst, Nicholas J. S. "The mechanical performance and impact resistance of concrete and polymer concrete." Thesis, Cardiff University, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.323680.

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Chandra, Paul Suvash. "Mechanical behaviour and durability performance of concrete containing recycled concrete aggregate." Thesis, Stellenbosch : Stellenbosch University, 2011. http://hdl.handle.net/10019.1/17962.

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Thesis (MScEng)--Stellenbosch University, 2011.<br>ENGLISH ABSTRACT: A major challenge for our society is the protection of the environment. Some of the important issues are the reduction in the consumption of energy and natural raw materials, as well as the increase in consumption of waste materials. At present these topics are getting considerable attention as part of sustainable development programs. The use of recycled concrete aggregates (RCA) from construction and demolition waste (C&DW) in construction, as alternative to virgin (natural) aggregates, has strong potential. The use of
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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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Kim, Haejin. "Behavior and performance of high performance concrete for pavements." College Park, Md. : University of Maryland, 2003. http://hdl.handle.net/1903/294.

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Thesis (M.S.) -- University of Maryland, College Park, 2003.<br>Thesis research directed by: Civil and Environmental Engineering. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.
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Lau, Kingsley. "Corrosion performance of concrete cylinder piles." [Tampa, Fla.] : University of South Florida, 2005. http://purl.fcla.edu/fcla/etd/SFE0001216.

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Books on the topic "Concrete performance"

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Aïtcin, P. C. High performance concrete. E & FN Spon, 1998.

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Center, Turner-Fairbank Highway Research, ed. Performance of concrete pavements. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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Center, Turner-Fairbank Highway Research, ed. Performance of concrete pavements. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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United States. Federal Highway Administration. Office of Acquisition Management and Applied Pavement Technology Inc, eds. High performance concrete pavements. U.S. Dept. of Transportation, Federal Highway Administration, 2002.

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P, Shah S., and Ahmad Shuaib H. 1953-, eds. High performance concrete: Properties and applications. McGraw-Hill, 1994.

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1926-, Zia Paul, American Concrete Institute. Subcommittee on High Performance Concrete., International Union of Testing and Research Laboratories for Materials and Structures., and Symposium on High Performance Concrete in Severe Environments (1993 : Minneapolis, Minn.), eds. High performance concrete in severe environments. American Concrete Institute, 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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Jörg, Kropp, and Hilsdorf Hubert K, eds. Performance criteria for concrete durability. E & FN Spon, 1995.

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National Research Council (U.S.). Transportation Research Board., ed. Concrete pavement design and performance. Transportation Research Board, National Research Council, 1986.

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Book chapters on the topic "Concrete performance"

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Vishwakarma, Priyanka, and Umesh Kumar Dhanger. "Enhancing Concrete Performance." In Sustainable Materials, Structures and IoT. CRC Press, 2024. http://dx.doi.org/10.1201/9781003596776-5.

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Georghiou, Luke, J. Stanley Metcalfe, Michael Gibbons, Tim Ray, and Janet Evans. "Bison Concrete: Industrialised Building." In Post-Innovation Performance. Palgrave Macmillan UK, 1986. http://dx.doi.org/10.1007/978-1-349-07455-6_7.

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Yang, Wenke. "High-Performance Concrete, Really High Performance?" In The Issues and Discussion of Modern Concrete Science. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-662-44567-9_13.

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Yang, Wenke. "High-Performance Concrete, Really High Performance?" In The Issues and Discussion of Modern Concrete Science. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-47247-7_13.

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Puertas, Francisca, and Ruby Mejía de Gutiérrez. "Alkali-Activated Concrete Performance." In Sustainability in Structural Concrete Design. International Association for Bridge and Structural Engineering (IABSE), 2014. http://dx.doi.org/10.2749/sed020.ch13.

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Welsch, Torsten, and Martina Schnellenbach-Held. "High Performance Aerogel 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_15.

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Levitt, M. "Properties and performance." In Precast Concrete. CRC Press, 2014. http://dx.doi.org/10.1201/9781482264791-10.

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"Properties And Performance." In Precast Concrete. Spon Press, 1990. http://dx.doi.org/10.4324/9780203490570.ch8.

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"Performance specifications." In Sustainability of Concrete. CRC Press, 2011. http://dx.doi.org/10.1201/9781482266696-22.

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"Performance of “waterless concrete”." In Concrete Solutions. CRC Press, 2009. http://dx.doi.org/10.1201/9780203864005-43.

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Conference papers on the topic "Concrete performance"

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Spillane, Jeffrey T. "High-Performance Concrete Floor Coatings." In Paint and Coatings Expo (PACE) 2007. SSPC, 2007. https://doi.org/10.5006/s2007-00086.

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This paper will explore High-Performance Concrete Floor Coatings. It will include the basic characteristics of concrete as a floor substrate. We will examine the importance of preliminary inspection and surface preparation. We will discuss the basic generic types of coatings available and the selection of the appropriate system. We will conclude with an overview of the proper application of the coatings.
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"Behavior of High-Strength Concrete." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5586.

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"Production and Testing of Self-Levelling Concrete." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5577.

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"Axially Loaded High-Performance Concrete Columns With Steel Fibers." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5572.

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"High-Strength Concrete Deep Beams With Web Openings." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5580.

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"Mechanical Behavior of Repaired Beams Under Static Loading." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5549.

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"Synergic Action of Fly Ash In TernaryMixtures of High-Performance Concrete." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5573.

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"High Strength High Performance Concrete-Using Fly Ash and Superplasticizer Admixture." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5565.

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"Mechanisms of Actions of Different Superplasticizers For High Performance Concrete." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5574.

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"Mechanical Properties and Durability of High- Performance Concrete." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5583.

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Reports on the topic "Concrete performance"

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Olek, J., Aijsing Lu, and Xiuping Feng. Performance-Related Specifications for Concrete Bridge Superstructures, Volume 2: High-Performance Concrete. Purdue University, 2002. http://dx.doi.org/10.5703/1288284313290.

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Meeks, Kenneth W., and Nicholas J. Carino. Curing of high-performance concrete:. National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6295.

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Carino, Nicholas J., and Kenneth W. Meeks. Curing of high-performance concrete:. National Institute of Standards and Technology, 2001. http://dx.doi.org/10.6028/nist.ir.6505.

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Castro, Javier, Robert Spragg, and Phil Kompare. Portland Cement Concrete Pavement Permeability Performance. Purdue University, 2010. http://dx.doi.org/10.5703/1288284314244.

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Nantung, Tommy. High Performance Concrete Pavement in Indiana. Purdue University, 2011. http://dx.doi.org/10.5703/1288284314644.

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Phan, L. T. Fire performance of high-strength concrete:. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5934.

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Howard, Isaac, Thomas Allard, Ashley Carey, Matthew Priddy, Alta Knizley, and Jameson Shannon. Development of CORPS-STIF 1.0 with application to ultra-high performance concrete (UHPC). Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40440.

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This report introduces the first release of CORPS-STIF (Concrete Observations Repository and Predictive Software – Structural and Thermodynamical Integrated Framework). CORPS-STIF is envisioned to be used as a tool to optimize material constituents and geometries of mass concrete placements specifically for ultra-high performance concretes (UHPCs). An observations repository (OR) containing results of 649 mechanical property tests and 10 thermodynamical tests were recorded to be used as inputs for current and future releases. A thermodynamical integrated framework (TIF) was developed where the
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Clifton, James R., James M. Pommersheim, and Kenneth Snyder. Long-term performance of engineered concrete barriers. National Institute of Standards and Technology, 1995. http://dx.doi.org/10.6028/nist.ir.5690.

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Ferraris, Chiara F. Alkali-silica reaction and high performance concrete. National Institute of Standards and Technology, 1995. http://dx.doi.org/10.6028/nist.ir.5742.

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Vaysburd, Alexander M., Nicholas J. Carino, and Benoît Bissonette. Predicting the performance of concrete repair materials:. National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6402.

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