Relevant bibliographies by topics / High strength concrete

Contents

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

Academic literature on the topic 'High strength concrete'

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

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Journal articles on the topic "High strength concrete"

1

Salas-Montoya, Andrés, and Beatriz E. Mira-Rada. "Evaluation of key aggregate parameters on the properties of ordinary and high strength concretes." VITRUVIO - International Journal of Architectural Technology and Sustainability 8 (May 11, 2023): 76–85. http://dx.doi.org/10.4995/vitruvio-ijats.2023.19596.

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This paper reports the results of a study conducted to determine the influence of coarse aggregate type on the workability, compressive strength, and flexural strength of normal and high strength concretes with target 28-day compressive strengths of 30 and 60 MPa and two water/cement ratios of 0.44 and 0.27. The concretes were prepared using four types of natural coarse aggregates, namely diabase, calcareous, river gravel, and basalt, with maximum particle sizes of 12.7 and 19.1 millimeters. Silica fume was added to the high-strength concretes at a replacement ratio to Portland cement of 10% b
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Salas-Montoya, Andrés, and Beatriz E. Mira-Rada. "Evaluation of key aggregate parameters on the properties of ordinary and high strength concretes." VITRUVIO - International Journal of Architectural Technology and Sustainability 8 (May 11, 2023): 76–85. http://dx.doi.org/10.4995/vitruvioijats.2023.19596.

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This paper reports the results of a study conducted to determine the influence of coarse aggregate type on the workability, compressive strength, and flexural strength of normal and high strength concretes with target 28-day compressive strengths of 30 and 60 MPa and two water/cement ratios of 0.44 and 0.27. The concretes were prepared using four types of natural coarse aggregates, namely diabase, calcareous, river gravel, and basalt, with maximum particle sizes of 12.7 and 19.1 millimeters. Silica fume was added to the high-strength concretes at a replacement ratio to Portland cement of 10% b
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Dr., Udeme Hanson Iron. "Flexural Strength Models for Normal Laterised and High Strength Laterised Concretes at Optimum Mix Proportions." Flexural Strength Models for Normal Laterised and High Strength Laterised Concretes at Optimum Mix Proportions 05, no. 07 (2022): 1767–84. https://doi.org/10.5281/zenodo.6880694.

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This study develops mathematical models for obtaining optimum flexural strengths of normal laterised(NLC) and high strength laterised concretes (HSLC). The models can be expressly used to evaluate the indirect tensile strengths of both types of concretes without going through the traditional methods of mix design. Optimum mixing ratios and optimum flexural strengths predicted are also supplied by the models. The three point load method was adopted for testing for the flexural strengths. Laterite, has been widely used to partially or wholly replace sand in concrete with resultant low strengths.
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Vasudha, Dattani. "Strength Development of High Strength Concrete using Rice Husk Ash." Journal of Advances in Civil Engineering and Management 6, no. 1 (2023): 10–13. https://doi.org/10.5281/zenodo.7663976.

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<em>With a high water to cement ratio and poor workability, traditional concrete is one type of uneconomical concrete that is challenging to install and prone to issues like honeycomb and bleeding. Concretes with great workability and durability, including self-compacting concrete (SCC), have recently been created and used to address these issues. Self-Compacting Concrete (SCC) is a unique variety of concrete that has excellent self-compacting abilities and can fill formwork and spaces between reinforcing bars with its own weight without the need of vibrating compaction. To create self-compact
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Vincent, Thomas, and Togay Ozbakkloglu. "An Experimental Study on the Compressive Behavior of CFRP-Confined High- and Ultra High-Strength Concrete." Advanced Materials Research 671-674 (March 2013): 1860–64. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.1860.

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It is well established that external confinement of concrete with fiber reinforced polymer (FRP) sheets results in significant improvements on the axial compressive behavior of concrete. This understanding has led to a large number of experimental studies being conducted over the last two decades. However, the majority of these studies have focused on normal strength concretes (NSC) with compressive strengths lower than 55 MPa, and studies on higher strength concretes have been very limited. This paper presents the results of an experimental study on the compressive behavior of FRP confined hi
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Ekolu, Stephen O., and Sheena Murugan. "Durability Index Performance of High Strength Concretes Made Based on Different Standard Portland Cements." Advances in Materials Science and Engineering 2012 (2012): 1–7. http://dx.doi.org/10.1155/2012/410909.

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A consortium of three durability index test methods consisting of oxygen permeability, sorptivity and chloride conductivity were used to evaluate the potential influence of four (4) common SANS 10197 cements on strength and durability of concrete. Twenty four (24) concrete mixtures of water-cement ratios (w/c's) = 0.4, 0.5, 0.65 were cast using the cement types CEM I 42.5N, CEM II/A-M (V-L) 42.5N, CEM IV/B 32.5R and CEM II/A-V 52.5N. The concretes investigated fall in the range of normal strength, medium strength and high strength concretes. It was found that the marked differences in oxygen p
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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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Bílek, Vlastimil, Vladimíra Tomalová, Petr Hájek, and Ctislav Fiala. "Evolution from High Strength Concrete to High Performance Concrete." Key Engineering Materials 629-630 (October 2014): 49–54. http://dx.doi.org/10.4028/www.scientific.net/kem.629-630.49.

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High strength concrete for the production of concrete railway sleepers was designed more than 20 years ago. The compressive strength of the concrete was very high from the start, but flexure strengths showed some irregular development - a decrease in time. Later, also a significant decrease of fracture properties was recorded. Microcracking was found to be the reason for this; therefore some modifications were performed to avoid this happening (especially the reduction of the maximum size of aggregates from 22 mm to 16 mm or 11 mm). Some problems concerning frost resistance of the concrete wit
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Skalny, J., and L. R. Roberts. "High-Strength Concrete." Annual Review of Materials Science 17, no. 1 (1987): 35–56. http://dx.doi.org/10.1146/annurev.ms.17.080187.000343.

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Sivaganesh Raja, Budda, Velagala L D Prasad, and Gopu Ganesh Naidu. "Estimation of Shear Strength of High Strength Hybrid Fiber Reinforced Concrete." International Journal of Scientific Engineering and Research 4, no. 2 (2016): 25–31. https://doi.org/10.70729/ijser15676.

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Dissertations / Theses on the topic "High strength concrete"

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Halabi, Walid Charif. "High Strength concrete corbels." Thesis, University of Aberdeen, 1991. http://digitool.abdn.ac.uk/R?func=search-advanced-go&find_code1=WSN&request1=AAIU047734.

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Concrete is still the most widely used construction material of modern times. In very recent years attempts have been made by using steel fibre reinforcement to improve the inherent weaknesses that concrete possesses such as its low tensile strength and the tendency to shrink on drying and to creep under stress. In this context, the use of steel fibre reinforcement together with high strength concrete corbel joints has been investigated. This study came after fibre reinforced concrete had received wide recognition for its crack and deformation control, ductility and energy absorption character
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Porras, Yadira A. "Durable high early strength concrete." Thesis, Kansas State University, 2018. http://hdl.handle.net/2097/38761.

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Master of Science<br>Department of Civil Engineering<br>Mustaque A. Hossain<br>Based on a 2017 report on infrastructure by the American Society of Civil Engineers, 13% of Kansas public roads are in poor condition. Furthermore, reconstruction of a two-lane concrete pavement costs between $0.8 and $1.15 million dollars per lane mile. High early strength Portland cement concrete pavement (PCCP) patches are widely used in pavement preservation in Kansas due to the ability to open to traffic early. However, these repairs done by the Kansas Department of Transportation (KDOT) deteriorate faster than
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El-Baden, Ali Said Ahmed. "Shrinkage of high strength concrete." Thesis, Cardiff University, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.531983.

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Li, Yang. "Blast Performance of Reiforced Concrete Beams Constructed with High-Strength Concrete and High-Strength Reinforcement." Thesis, Université d'Ottawa / University of Ottawa, 2016. http://hdl.handle.net/10393/35261.

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This thesis focuses on the dynamic and static behaviour of reinforced concrete beams built using high-strength concrete and high-strength steel reinforcement. As part of this study, a total of 8 high-strength concrete beams, built with and without steel fibres, and reinforced with high strength ASTM A1035 bars are tested under simulated blast loading using the University of Ottawa shock-tube, with an additional 3 companion beams tested under quasi-static loading. The variables considered in this study include: concrete type, fibre content, steel reinforcement ratio and steel reinforcement type
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Zaina, Mazen Said Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Strength and ductility of fibre reinforced high strength concrete columns." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2005. http://handle.unsw.edu.au/1959.4/22054.

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The main structural objectives in column design are strength and ductility. For higher strength concretes these design objectives are offset by generally poor concrete ductility and early spalling of the concrete cover. When fibres are added to the concrete the post peak characteristics are enhanced, both in tension and in compression. Most of the available experimental data, on fibre reinforced concrete and fibre reinforced high strength concrete columns, suggest that an improvement in both ductility and load carrying capacity due to the inclusion of the fibres. In this thesis the ductility
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Lee, Kwang-Myong. "Interface fracture in high strength concrete." Thesis, Massachusetts Institute of Technology, 1993. http://hdl.handle.net/1721.1/12540.

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Wong, Kong-yeung. "Development of high strength concrete for Hong Kong and investigation of their mechanical properties /." Hong Kong : University of Hong Kong, 1996. http://sunzi.lib.hku.hk/hkuto/record.jsp?B19667711.

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Edwards, Derek Oswald. "An investigation into possible means of increasing the strength of lightweight high strength concrete." Thesis, [Hong Kong] : University of Hong Kong, 1993. http://sunzi.lib.hku.hk/hkuto/record.jsp?B1331161X.

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Mitchell, Andrew Douglass. "Shear friction behavior of high-strength concrete." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19274.

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Kong, Paul Y. L. "Shear strength of high performance concrete beams." Thesis, Curtin University, 1996. http://hdl.handle.net/20.500.11937/2600.

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An analytical and experimental investigation on the shear strength of High Performance Concrete (HPC) beams with vertical shear reinforcement or stirrups was carried out. The analytical work involved developing a theory based on the truss analogy, capable of predicting the response and shear strength of such beams subjected to combined bending moment and shear force.The experimental work comprised forty-eight beam specimens in eight series of tests. Most of the beams were 250 mm wide, 350 mm deep and had a clear span of approximately 2 metres. The largest beam was 250 mm wide, 600 mm deep and
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Books on the topic "High strength concrete"

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G, Russell H., and American Concrete Institute, eds. High-strength concrete. American Concrete Institute, 1985.

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G, Russell Henry, and American Concrete Institute. Committee 363, High-Strength Concrete., eds. High-strength concrete. American Concrete Institute, 1985.

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G, Russell H., and American Concrete Institute, eds. High-strength concrete. American Concrete Institute, 1985.

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Leivo, Markku. High early strength concrete. Helsinki University of Technology, 1995.

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Nawy, Edward G. Fundamentals of high strength high performance concrete. Longman, 1996.

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Vares, Sirje. Fibre-reinforced high-strength concrete. Technical Research Centre of Finland, 1993.

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L, Carrasquillo R., ed. Production of high strength concrete. Noyes Publications, 1986.

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Ganwei, Chen. Shear strength of beams of high strength concrete. Afdelingen for bærende konstruktioner, Danmarks tekniske højskole, 1990.

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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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T, Hester Weston, University of California Berkeley, and International Symposium on Utilization of High Strength Concrete (2nd : 1990 : Berkeley, Calif.), eds. High-strength concrete: Second international symposium. American Concrete Institute, 1990.

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Book chapters on the topic "High strength concrete"

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Xing, Feng, Wei Lun Wang, and Zheng Liang Cao. "Shear Strength Equation for High-Strength Concrete RC beams with High Strength Stirrup." In Environmental Ecology and Technology of Concrete. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.706.

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Dvorkin, Leonid, Vadim Zhitkovsky, Oleh Bordiuzhenko, and Yuri Ribakov. "Designing High-strength Concrete Compositions with Specified Values of Strength and Workability." In High Performance Concrete Optimal Composition Design. CRC Press, 2023. http://dx.doi.org/10.1201/9781003357865-6.

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Dvorkin, Leonid, Vadim Zhitkovsky, Oleh Bordiuzhenko, and Yuri Ribakov. "Cement Concrete with High Early Strength." In High Performance Concrete Optimal Composition Design. CRC Press, 2023. http://dx.doi.org/10.1201/9781003357865-4.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Concrete confinement model." In Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-3.

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Dvorkin, Leonid, Vadim Zhitkovsky, Oleh Bordiuzhenko, and Yuri Ribakov. "Experimental-statistical Models of Strength Parameters of High-strength Rapid-hardening Concrete (HSRHC)." In High Performance Concrete Optimal Composition Design. CRC Press, 2023. http://dx.doi.org/10.1201/9781003357865-5.

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Chen, Zhimin, Zheng Zhang, Mingyang Yi, Qianlong Yuan, Dianqiang Wang, and Junhui Liu. "Study on the Durability of Silica Fume Concrete in High Sulfate Environment of Plateau." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_2.

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AbstractTo investigate the effect of sulfate corrosion on the compressive strength of silica fume concrete under freeze-thaw conditions, different concretes with silica fume contents of 0%, 5%, 10%, and 15% were exposed to dry-wet erosion with 5% sulfate, freeze-thaw cycles with clear water, and dry-wet erosion with 5% sulfate followed by freeze-thaw cycles for a period of 75 days. The changes in compressive strength under different conditions and at different time intervals were analyzed. The results indicate that the extent of strength damage follows the order: dry-wet+freeze-thaw&gt;freeze-
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Amanat, Khan Mahmud. "Code Application of High Strength Reinforcing Bars." In Reinforcement for Modern Concrete Structures. CRC Press, 2025. https://doi.org/10.1201/9781003585657-5.

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Otto, Corinne, Kerstin Elsmeier, and Ludger Lohaus. "Temperature Effects on the Fatigue Resistance of High-Strength-Concrete and High-Strength-Grout." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_161.

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Chiew, Sing-Ping, and Yan-Qing Cai. "Concrete creep and shrinkage model." In Design of High Strength Steel Reinforced Concrete Columns. CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-4.

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Ollivier, J. P., V. Lumbroso, J. C. Maso, and M. Massat. "Microcracking and Durability of High Strength Concrete." In Brittle Matrix Composites 3. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3646-4_29.

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Conference papers on the topic "High strength concrete"

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"Core Strengths of High-Strength Concrete." In "SP-172: High-Performance Concrete - Proceedings: ACI International Conference, Malaysia 1997". American Concrete Institute, 1999. http://dx.doi.org/10.14359/6160.

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"Confinement of High-Strength Concrete." In SP-176: High-Strength Concrete in Seismic Regions. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5897.

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"Fatigue of High-Strength Concrete." In SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/3740.

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"Shear Strength of High-Strength Concrete Members." In SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/2825.

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"Behavior of Normal and High-Strength Behavior High-Strength Concretes During Vibration." In SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5568.

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"Transmission of Loads from High-Strength Concrete Columns through Normal-Strength Concrete Floors." In SP-167: High-Strength Concrete: An International Perspective. American Concrete Institute, 1997. http://dx.doi.org/10.14359/6284.

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"Construction of a High-Rise Reinforced Concrete Residence Using High-Strength Concrete." In SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/3448.

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"Strength of Lapped Splices in High-Strength Concrete." In SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/2831.

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"High-Strength Concrete (ACI 363R)." In SP-228: 7th Intl Symposium on the Utilization of High-Strength/High-Performance Concrete. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14461.

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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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Reports on the topic "High strength concrete"

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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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Duthinh, Dat. Shear strength of high-strength concrete walls and deep beams. National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6495.

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A. M. Weidner, C. P. Pantelides, W. D. Richins, and T. Dynamic Tests of High Strength Concrete Cylinders. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1084653.

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Duthinh, Dat, and Nicholas J. Carino. Shear design of high-strength concrete beams:. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5870.

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Vankirk, George, Andreas Frank, Michael Roth, Brett Williams, and William Heard. Residual strength of a high-strength concrete subjected to triaxial prestress. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48055.

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This study investigates simplified mechanical loading paths that represent more complex loading paths observed during penetration using a triaxial chamber and a high-strength concrete. The objective was to determine the effects that stress-strain (load) paths have on the material’s unconfined compressive (UC) residual strength. The loading paths included hydrostatic compression (HC), uniaxial strain in compression (UX), and uniaxial strain load biaxial strain unload (UXBX). The experiments indicated that the load paths associated with nonvisible microstructural damage were HC and UX—which prod
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Phan, Long T., and Nicholas J. Carino. Mechanical properties of high-strength concrete at elevated temperatures. National Institute of Standards and Technology, 2001. http://dx.doi.org/10.6028/nist.ir.6726.

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Ramirez, J., and Gerardo Aguilar. Shear Reinforcement Requirements for High-Strength Concrete Bridge Girders. Purdue University, 2005. http://dx.doi.org/10.5703/1288284313393.

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Kurama, Yahya C., and Ashley P. Thrall. Prefabricated High-Strength Rebar Systems with High-Performance Concrete for Accelerated Construction of Nuclear Concrete Structures. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1493583.

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Mariano Velez. High-Strength / High Alkaline Resistant Fe-Phosphate Glass Fibers as Concrete Reinforcement. Office of Scientific and Technical Information (OSTI), 2008. http://dx.doi.org/10.2172/926221.

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Yosefani, Anas. Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.6286.

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