Gotowa bibliografia na temat „High strength concrete Testing”
Utwórz poprawne odniesienie w stylach APA, MLA, Chicago, Harvard i wielu innych
Spis treści
Zobacz listy aktualnych artykułów, książek, rozpraw, streszczeń i innych źródeł naukowych na temat „High strength concrete Testing”.
Przycisk „Dodaj do bibliografii” jest dostępny obok każdej pracy w bibliografii. Użyj go – a my automatycznie utworzymy odniesienie bibliograficzne do wybranej pracy w stylu cytowania, którego potrzebujesz: APA, MLA, Harvard, Chicago, Vancouver itp.
Możesz również pobrać pełny tekst publikacji naukowej w formacie „.pdf” i przeczytać adnotację do pracy online, jeśli odpowiednie parametry są dostępne w metadanych.
Artykuły w czasopismach na temat "High strength concrete Testing"
Price, W. F., i J. P. Hynes. "In-situ strength testing of high strength concrete". Magazine of Concrete Research 48, nr 176 (wrzesień 1996): 189–97. http://dx.doi.org/10.1680/macr.1996.48.176.189.
Pełny tekst źródłaJohnson, Claude D., i S. Ali Mirza. "Confined capping system for compressive strength testing of high performance concrete cylinders". Canadian Journal of Civil Engineering 22, nr 3 (1.06.1995): 617–20. http://dx.doi.org/10.1139/l95-070.
Pełny tekst źródłaSolikin, Mochamad. "Compressive Strength Development of High Strength High Volume Fly Ash Concrete by Using Local Material". Materials Science Forum 872 (wrzesień 2016): 271–75. http://dx.doi.org/10.4028/www.scientific.net/msf.872.271.
Pełny tekst źródłaHooton, RD, M. Sonebi i KH Khayat. "Testing Abrasion Resistance of High-Strength Concrete". Cement, Concrete and Aggregates 23, nr 1 (2001): 34. http://dx.doi.org/10.1520/cca10523j.
Pełny tekst źródłaDavidyuk, Artem, i Igor Rumyantsev. "Quality control of high-performance concrete in high-rise construction during operation". MATEC Web of Conferences 170 (2018): 01035. http://dx.doi.org/10.1051/matecconf/201817001035.
Pełny tekst źródłaSovová, Kateřina, Karel Mikulica, Adam Hubáček i Karel Dvořák. "Behavior of High Strength Concrete at High Temperatures". Solid State Phenomena 276 (czerwiec 2018): 259–64. http://dx.doi.org/10.4028/www.scientific.net/ssp.276.259.
Pełny tekst źródłaChen, Bo, Yue Bo Cai, Jian Tong Ding i Yao Jian. "Crack Resistance Evaluating of HSC Based on Thermal Stress Testing". Advanced Materials Research 168-170 (grudzień 2010): 716–20. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.716.
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 źródłaWedatalla, Afaf M. O., Yanmin Jia i Abubaker A. M. Ahmed. "Curing Effects on High-Strength Concrete Properties". Advances in Civil Engineering 2019 (6.03.2019): 1–14. http://dx.doi.org/10.1155/2019/1683292.
Pełny tekst źródłaBickley, J. A., J. Ryell, C. Rogers i R. D. Hooton. "Some characteristics of high-strength structural concrete". Canadian Journal of Civil Engineering 18, nr 5 (1.10.1991): 885–89. http://dx.doi.org/10.1139/l91-107.
Pełny tekst źródłaRozprawy doktorskie na temat "High strength concrete Testing"
Mitchell, Andrew Douglass. "Shear friction behavior of high-strength concrete". Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19274.
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 źródłaYosefani, Anas. "Flexural Strength, Ductility, and Serviceability of Beams that Contain High-Strength Steel Reinforcement and High-Grade Concrete". PDXScholar, 2018. https://pdxscholar.library.pdx.edu/open_access_etds/4402.
Pełny tekst źródłaDabbagh, Hooshang Civil & Environmental Engineering Faculty of Engineering UNSW. "Strength and ductility of high-strength concrete shear walls under reversed cyclic loading". Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2005. http://handle.unsw.edu.au/1959.4/27467.
Pełny tekst źródłaMeyer, Karl F. "Transfer and development length of 06-inch diameter prestressing strand in high strength lightweight concrete". Diss., Georgia Institute of Technology, 2002. http://hdl.handle.net/1853/20727.
Pełny tekst źródłaIslam, Md Shahidul. "Shear capacity and flexural ductility of reinforced high- and normal-strength concrete beams". Thesis, Hong Kong : University of Hong Kong, 1996. http://sunzi.lib.hku.hk/hkuto/record.jsp?B1766536X.
Pełny tekst źródłaReutlinger, Christopher George. "Direct pull-out capacity and transfer length of 06-inch diameter prestressing strand in high-performance concrete". Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/19026.
Pełny tekst źródłaShams, Mohamed Khalil. "Time-dependent behavior of high-performance concrete". Diss., Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/20682.
Pełny tekst źródłaChau, Siu-lee, i 周小梨. "Effects of confinement and small axial load on flexural ductility of high-strength reinforced concrete beams". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B31997661.
Pełny tekst źródłaWong, Hin-cheong Henry, i 黃憲昌. "Effects of water content, packing density and solid surface area on cement paste rheology". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2007. http://hub.hku.hk/bib/B39326032.
Pełny tekst źródłaKsiążki na temat "High strength concrete Testing"
Vares, Sirje. Fibre-reinforced high-strength concrete. Espoo, Finland: Technical Research Centre of Finland, 1993.
Znajdź pełny tekst źródłaIbrahim, Hisham H. H. Flexural behavior of high strength concrete columns. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1994.
Znajdź pełny tekst źródłaPhilleo, Robert E. Freezing and thawing resistance of high-strength concrete. Washington, D.C: Transportation Research Board, National Research Council, 1986.
Znajdź pełny tekst źródłaMasad, Eyad. Implementation of high performance concrete in Washington state. [Olympia, Wash.]: Washington State Dept. of Transportation, 2001.
Znajdź pełny tekst źródłaAlca, Nedim. Effect of size on flexural behaviour of high-strength concrete beams. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1993.
Znajdź pełny tekst źródłaCarrasquillo, P. M. Guidelines for use of high strength concrete in Texas highways. Austin, Tex: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1986.
Znajdź pełny tekst źródłaFarrington, Erik Wayne. Creep and shrinkage of high performance concrete. [Austin]: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1996.
Znajdź pełny tekst źródłaUSA-Australia Workshop on High Performance Concrete (1997 Sydney, N.S.W.). Proceedings of the USA-Australia Workshop on High Performance Concrete (HPC), Sydney, Australia, August 20-23, 1997. Perth, W.A: Curtin University of Technology, School of Civil Engineering, 1997.
Znajdź pełny tekst źródłaByle, Kenneth Arlan. Time-dependent deformation behavior of prestressed high performance concrete bridge beams. [Austin, Tex.]: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1998.
Znajdź pełny tekst źródłaGreig, N. Concrete core strength testing. London: Concrete Society, 1988.
Znajdź pełny tekst źródłaCzęści książek na temat "High strength concrete Testing"
Jomaa’h, Muyasser M., Ali I. Salahaldin, Qahtan A. Saber i Aram M. Raheem. "Large Scale Laboratory Setup for Testing Structural Performance of Slender High-Strength Concrete Columns Subjected to Axial Load and Fire: A Preliminary Study". W Geotechnical Engineering and Sustainable Construction, 611–26. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-6277-5_49.
Pełny tekst źródłaXing, 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 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 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 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 źródłaShruthi, V. A., Ranjitha B. Tangadagi, K. G. Shwetha, R. Nagendra, C. Ranganath, Bharathi Ganesh i C. L. Mahesh Kumar. "Strength and Drying Shrinkage of High Strength Self-Consolidating Concrete". W Lecture Notes in Civil Engineering, 615–24. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5195-6_48.
Pełny tekst źródłaSingh, Balraj, i Tanvi Singh. "Soft Computing-Based Prediction of Compressive Strength of High Strength Concrete". W Applications of Computational Intelligence in Concrete Technology, 207–18. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003184331-12.
Pełny tekst źródłaSuguna Rao, B., Ampli Suresh i Srikanth M. Naik. "Shrinkage Behavior of High-Strength Concrete Using Recycled Concrete Aggregate". W Lecture Notes in Civil Engineering, 829–37. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_74.
Pełny tekst źródłaStreszczenia konferencji na temat "High strength concrete Testing"
"Toughness of fiber-Reinforced High-Strength Concrete from Notched Beam Tests". W SP-155: Testing of Fiber Reinforced Concrete. American Concrete Institute, 1995. http://dx.doi.org/10.14359/927.
Pełny tekst źródła"Microstructural Changes in High and Ultra High Strength Concrete Exposed to High Temperature Environments". W SP-229: Quality of Concrete Structures and Recent Advances in Concrete Materials and Testing. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14743.
Pełny tekst źródła"Effects of Testing Variables on the Strength of High-Strength (90 Mpa) Concrete Cylinders". W "SP-149: High-Performance Concrete - Proceedings, International Conference Singapore, 1994". American Concrete Institute, 1994. http://dx.doi.org/10.14359/4176.
Pełny tekst źródła"Theoretical Model for Confined Steel-Fiber-Reinforced High-Strength Concrete". W SP-229: Quality of Concrete Structures and Recent Advances in Concrete Materials and Testing. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14742.
Pełny tekst źródłaRizos, Dimitrios C. "High-Strength Reduced-Modulus High Performance Concrete (HSRM-HPC) for Prestressed Concrete Tie Applications". W 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5798.
Pełny tekst źródłaStein, Jeffrey, David R. Brill i Qiang Li. "Fatigue Testing of High Strength Concrete Beams at the National Airport Pavement Test Facility". W Airfield and Highway Pavements 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479216.042.
Pełny tekst źródła""Self Consolidating Concrete, High-Performance and Normal Concrete Affected by Creep at Different Age, Curing, Load Level, Strength, and Water-Cement Ratio with some Interrelated Properties"". W SP-229: Quality of Concrete Structures and Recent Advances in Concrete Materials and Testing. American Concrete Institute, 2005. http://dx.doi.org/10.14359/14729.
Pełny tekst źródłaBescher, Eric, John Kim i Michael McNerney. "On the Differences in Chemistry and Performance Between Types of Rapid Strength Concretes (RSCs)". W 12th International Conference on Concrete Pavements. International Society for Concrete Pavements, 2021. http://dx.doi.org/10.33593/83main8q.
Pełny tekst źródłaManning, Mark P., Brad D. Weldon i Craig M. Newtson. "Testing of an Ultrahigh-performance Concrete Overlay Developed Using Local Materials". W IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1627.
Pełny tekst źródłaMukesh, T. S. "Comparative Analysis on Mechanical Properties of Polymer Concrete by using Various Lightweight Aggregates". W Sustainable Materials and Smart Practices. Materials Research Forum LLC, 2022. http://dx.doi.org/10.21741/9781644901953-34.
Pełny tekst źródłaRaporty organizacyjne na temat "High strength concrete Testing"
Lagergren, Eric S. Effects of testing variables on the measured compressive strength of high-strength (90 MPa) concrete. Gaithersburg, MD: National Institute of Standards and Technology, 1994. http://dx.doi.org/10.6028/nist.ir.5405.
Pełny tekst źródłaPhan, Long T., i Richard D. Peacock. Experimental plan for testing the mechanical properties of high-strength concrete at elevated temperatures. Gaithersburg, MD: National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6210.
Pełny tekst źródłaBaral, Aniruddha, Jeffrey Roesler, M. Ley, Shinhyu Kang, Loren Emerson, Zane Lloyd, Braden Boyd i Marllon Cook. High-volume Fly Ash Concrete for Pavements Findings: Volume 1. Illinois Center for Transportation, wrzesień 2021. http://dx.doi.org/10.36501/0197-9191/21-030.
Pełny tekst źródłaMoser, Robert, Preet Singh, Lawrence Kahn, Kimberly Kurtis, David González Niño i Zackery McClelland. Crevice corrosion and environmentally assisted cracking of high-strength duplex stainless steels in simulated concrete pore solutions. Engineer Research and Development Center (U.S.), sierpień 2021. http://dx.doi.org/10.21079/11681/41620.
Pełny tekst źródłaSparks, Paul, Jesse Sherburn, William Heard i Brett Williams. Penetration modeling of ultra‐high performance concrete using multiscale meshfree methods. Engineer Research and Development Center (U.S.), wrzesień 2021. http://dx.doi.org/10.21079/11681/41963.
Pełny tekst źródłaWeiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski i Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), maj 2021. http://dx.doi.org/10.21079/11681/40683.
Pełny tekst źródłaPhan, 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 źródła