Gotowa bibliografia na temat „High strength concrete”
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Artykuły w czasopismach na temat "High strength concrete"
Salas-Montoya, Andrés, i 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 (11.05.2023): 76–85. http://dx.doi.org/10.4995/vitruvio-ijats.2023.19596.
Pełny tekst źródłaSalas-Montoya, Andrés, i 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 (11.05.2023): 76–85. http://dx.doi.org/10.4995/vitruvioijats.2023.19596.
Pełny tekst źródłaBílek, Vlastimil, Vladimíra Tomalová, Petr Hájek i Ctislav Fiala. "Evolution from High Strength Concrete to High Performance Concrete". Key Engineering Materials 629-630 (październik 2014): 49–54. http://dx.doi.org/10.4028/www.scientific.net/kem.629-630.49.
Pełny tekst źródłaSkalny, J., i L. R. Roberts. "High-Strength Concrete". Annual Review of Materials Science 17, nr 1 (sierpień 1987): 35–56. http://dx.doi.org/10.1146/annurev.ms.17.080187.000343.
Pełny tekst źródłaEl Mir, Abdulkader, Salem Georges Nehme i Kinga Nehme. "In situ application of high and ultra high strength concrete". Epitoanyag - Journal of Silicate Based and Composite Materials 68, nr 1 (2016): 20–23. http://dx.doi.org/10.14382/epitoanyag-jsbcm.2016.4.
Pełny tekst źródłaVincent, Thomas, i Togay Ozbakkloglu. "An Experimental Study on the Compressive Behavior of CFRP-Confined High- and Ultra High-Strength Concrete". Advanced Materials Research 671-674 (marzec 2013): 1860–64. http://dx.doi.org/10.4028/www.scientific.net/amr.671-674.1860.
Pełny tekst źródłaEkolu, Stephen O., i 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.
Pełny tekst źródłaTolstoy, A. "FINE-GRAINED HIGH-STRENGTH CONCRETE". Construction Materials and Products 3, nr 1 (8.07.2020): 39–43. http://dx.doi.org/10.34031/2618-7183-2020-3-1-39-43.
Pełny tekst źródłaMUGURUMA, Hiroshi. "High strength and ultra-high strength concrete." Journal of the Society of Materials Science, Japan 38, nr 431 (1989): 875–85. http://dx.doi.org/10.2472/jsms.38.875.
Pełny tekst źródłaLahoud, Antoine E. "Slenderness effects in high-strength concrete columns". Canadian Journal of Civil Engineering 18, nr 5 (1.10.1991): 765–71. http://dx.doi.org/10.1139/l91-093.
Pełny tekst źródłaRozprawy doktorskie na temat "High strength concrete"
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.
Pełny tekst źródłaPorras, Yadira A. "Durable high early strength concrete". Thesis, Kansas State University, 2018. http://hdl.handle.net/2097/38761.
Pełny tekst źródłaDepartment of Civil Engineering
Mustaque A. Hossain
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 expected, though, prompting a need for inexpensive, durable high early strength concrete repair mixtures that meet KDOT standards (i.e., a 20-year service life). This study developed an experimental matrix consisting of six PCCP patching mixture designs with varying cement content and calcium chloride dosage. The mixtures were subjected to isothermal calorimetry, strength testing, drying shrinkage, and various durability tests. The effects of cement content and calcium chloride dosage on concrete strength and durability were then investigated. In addition, the compressive strength development with time, the split tensile versus compressive strength relationship, and the shrinkage strain of the PCCP patching mixtures were compared to established relationships provided by the American Concrete Institute (ACI). Results showed a maximum 3% increase in total heat generated by various concrete paste samples in isothermal calorimetry testing. The minimum compressive strength of 1,800 psi required by KDOT could likely be obtained using any of the PCCP mixtures, regardless of the cement content or calcium chloride dosage used in the study. Furthermore, surface resistivity tests for mixtures containing calcium chloride could result in erroneous measurements. Only one mixture satisfied the maximum expansion and minimum relative dynamic modulus of elasticity required by KDOT. Some ACI relationships for shrinkage and strength development do not appear to be valid for high early strength PCCP patching mixtures.
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.
Pełny tekst źródłaLi, 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.
Pełny tekst źródłaZaina, Mazen Said Civil & 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.
Pełny tekst źródłaLee, Kwang-Myong. "Interface fracture in high strength concrete". Thesis, Massachusetts Institute of Technology, 1993. http://hdl.handle.net/1721.1/12540.
Pełny tekst źródłaWong, 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.
Pełny tekst źródłaEdwards, 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.
Pełny tekst źródłaMitchell, Andrew Douglass. "Shear friction behavior of high-strength concrete". Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19274.
Pełny tekst źródłaKong, Paul Y. L. "Shear strength of high performance concrete beams". Thesis, Curtin University, 1996. http://hdl.handle.net/20.500.11937/2600.
Pełny tekst źródłaKsiążki na temat "High strength concrete"
G, Russell H., i American Concrete Institute, red. High-strength concrete. Detroit, Mich. (P.O. Box 19150, Redford Station, Detroit 48219): American Concrete Institute, 1985.
Znajdź pełny tekst źródłaG, Russell H., i American Concrete Institute, red. High-strength concrete. Detroit, Mich. (P.O. Box 19150, Redford Station, Detroit 48219): American Concrete Institute, 1985.
Znajdź pełny tekst źródłaG, Russell Henry, i American Concrete Institute. Committee 363, High-Strength Concrete., red. High-strength concrete. Detroit: American Concrete Institute, 1985.
Znajdź pełny tekst źródłaNawy, Edward G. Fundamentals of high strength high performance concrete. Harlow: Longman, 1996.
Znajdź pełny tekst źródłaVares, Sirje. Fibre-reinforced high-strength concrete. Espoo, Finland: Technical Research Centre of Finland, 1993.
Znajdź pełny tekst źródłaL, Carrasquillo R., red. Production of high strength concrete. Park Ridge, N.J., U.S.A: Noyes Publications, 1986.
Znajdź pełny tekst źródłaHigh Performance Concrete. London: Taylor & Francis Group Plc, 2004.
Znajdź pełny tekst źródłaUltra-high performance concrete. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2011.
Znajdź pełny tekst źródłaBennett, D. F. H. Structural concrete updates: High-strength concrete, lightweight concrete and shearheads. Slough: Published on behalf of the industry sponsors of the Reinforced Concrete Campaign by the British Cement Association, 1990.
Znajdź pełny tekst źródłaT, Hester Weston, University of California Berkeley i International Symposium on Utilization of High Strength Concrete, (2nd : 1990 : Berkeley, Calif.), red. High-strength concrete: Second international symposium. Detroit,Mich: American Concrete Institute, 1990.
Znajdź pełny tekst źródłaCzęści książek na temat "High strength concrete"
Xing, Feng, Wei Lun Wang i Zheng Liang Cao. "Shear Strength Equation for High-Strength Concrete RC beams with High Strength Stirrup". W Environmental Ecology and Technology of Concrete, 706–12. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.706.
Pełny tekst źródłaDvorkin, Leonid, Vadim Zhitkovsky, Oleh Bordiuzhenko i Yuri Ribakov. "Designing High-strength Concrete Compositions with Specified Values of Strength and Workability". W High Performance Concrete Optimal Composition Design, 62–78. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003357865-6.
Pełny tekst źródłaDvorkin, Leonid, Vadim Zhitkovsky, Oleh Bordiuzhenko i Yuri Ribakov. "Cement Concrete with High Early Strength". W High Performance Concrete Optimal Composition Design, 30–38. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003357865-4.
Pełny tekst źródłaChiew, Sing-Ping, i Yan-Qing Cai. "Concrete confinement model". W Design of High Strength Steel Reinforced Concrete Columns, 19–32. Boca Raton : CRC Press, [2018]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951-3.
Pełny tekst źródłaDvorkin, Leonid, Vadim Zhitkovsky, Oleh Bordiuzhenko i Yuri Ribakov. "Experimental-statistical Models of Strength Parameters of High-strength Rapid-hardening Concrete (HSRHC)". W High Performance Concrete Optimal Composition Design, 39–61. Boca Raton: CRC Press, 2023. http://dx.doi.org/10.1201/9781003357865-5.
Pełny tekst źródłaOtto, Corinne, Kerstin Elsmeier i Ludger Lohaus. "Temperature Effects on the Fatigue Resistance of High-Strength-Concrete and High-Strength-Grout". W High Tech Concrete: Where Technology and Engineering Meet, 1401–9. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_161.
Pełny tekst źródłaOllivier, J. P., V. Lumbroso, J. C. Maso i M. Massat. "Microcracking and Durability of High Strength Concrete". W Brittle Matrix Composites 3, 269–77. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3646-4_29.
Pełny tekst źródłaSalamanova, Madina, Djokhar Medjidov i Aset Uspanova. "High-Strength Modified Concrete for Monolithic Construction". W Lecture Notes in Civil Engineering, 45–53. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-10853-2_5.
Pełny tekst źródłaLee, Ming-Gin, Yung-Chih Wang, Wei-Chien Wang, E. A. Yatsenko i Shou-Zjan Wu. "Clogging Resistance of High Strength Pervious Concrete". W Lecture Notes in Civil Engineering, 347–57. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-87379-0_25.
Pełny tekst źródłaWang, Xiangli, Yunwu Wang, Shuirong Lin, Dailiang Li, Pengpeng Hou, Chenxu Li i Shanshan Zhang. "High-strength lightweight concrete preferred mix design". W Water Conservancy and Civil Construction Volume 1, 296–301. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003450818-41.
Pełny tekst źródłaStreszczenia konferencji na temat "High strength concrete"
"Core Strengths of High-Strength Concrete". W "SP-172: High-Performance Concrete - Proceedings: ACI International Conference, Malaysia 1997". American Concrete Institute, 1999. http://dx.doi.org/10.14359/6160.
Pełny tekst źródła"Confinement of High-Strength Concrete". W SP-176: High-Strength Concrete in Seismic Regions. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5897.
Pełny tekst źródła"Fatigue of High-Strength Concrete". W SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/3740.
Pełny tekst źródła"Shear Strength of High-Strength Concrete Members". W SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/2825.
Pełny tekst źródła"Behavior of Normal and High-Strength Behavior High-Strength Concretes During Vibration". W SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5568.
Pełny tekst źródła"Transmission of Loads from High-Strength Concrete Columns through Normal-Strength Concrete Floors". W SP-167: High-Strength Concrete: An International Perspective. American Concrete Institute, 1997. http://dx.doi.org/10.14359/6284.
Pełny tekst źródła"Construction of a High-Rise Reinforced Concrete Residence Using High-Strength Concrete". W SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/3448.
Pełny tekst źródła"Strength of Lapped Splices in High-Strength Concrete". W SP-121: High-Strength Concrete: Second International Symposium. American Concrete Institute, 1990. http://dx.doi.org/10.14359/2831.
Pełny tekst źródła"High-Strength Concrete (ACI 363R)". W 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.
Pełny tekst źródła"Behavior of High-Strength Concrete". W SP-186: High-Performance Concrete: Performance and Quality of Concrete Structures. American Concrete Institute, 1999. http://dx.doi.org/10.14359/5586.
Pełny tekst źródłaRaporty organizacyjne na temat "High strength concrete"
Phan, L. T. Fire performance of high-strength concrete:. Gaithersburg, MD: National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5934.
Pełny tekst źródłaDuthinh, Dat. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, MD: National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6495.
Pełny tekst źródłaA. M. Weidner, C. P. Pantelides, W. D. Richins i T. Dynamic Tests of High Strength Concrete Cylinders. Office of Scientific and Technical Information (OSTI), październik 2012. http://dx.doi.org/10.2172/1084653.
Pełny tekst źródłaDuthinh, Dat, i Nicholas J. Carino. Shear design of high-strength concrete beams:. Gaithersburg, MD: National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5870.
Pełny tekst źródłaVankirk, George, Andreas Frank, Michael Roth, Brett Williams i William Heard. Residual strength of a high-strength concrete subjected to triaxial prestress. Engineer Research and Development Center (U.S.), styczeń 2024. http://dx.doi.org/10.21079/11681/48055.
Pełny tekst źródłaPhan, Long T., i Nicholas J. Carino. Mechanical properties of high-strength concrete at elevated temperatures. Gaithersburg, MD: National Institute of Standards and Technology, 2001. http://dx.doi.org/10.6028/nist.ir.6726.
Pełny tekst źródłaRamirez, J., i Gerardo Aguilar. Shear Reinforcement Requirements for High-Strength Concrete Bridge Girders. West Lafayette, IN: Purdue University, 2005. http://dx.doi.org/10.5703/1288284313393.
Pełny tekst źródłaKurama, Yahya C., i 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), grudzień 2018. http://dx.doi.org/10.2172/1493583.
Pełny tekst źródłaYosefani, Anas. Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete. Portland State University Library, styczeń 2000. http://dx.doi.org/10.15760/etd.6286.
Pełny tekst źródłaMariano Velez. High-Strength / High Alkaline Resistant Fe-Phosphate Glass Fibers as Concrete Reinforcement. Office of Scientific and Technical Information (OSTI), marzec 2008. http://dx.doi.org/10.2172/926221.
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