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Books on the topic 'Reinforced concrete Plastic properties'

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Author: Grafiati

Published: 10 December 2022

Last updated: 29 January 2023

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1

Plasticity in reinforced concrete. Ft. Lauderdale, FL: J. Ross Pub., 2007.

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2

Dhakal, Rajesh P. Curvature ductility of reinforced concrete plastic hinges: Assessment of curvature limits for different forms of plastic hinges in reinforced concrete structures. Saarbrücken: VDM, Verlag Dr. Müller, 2008.

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3

Dhakal, Rajesh P. Curvature ductility of reinforced concrete plastic hinges: Assessment of curvature limits for different forms of plastic hinges in reinforced concrete structures. Saarbrücken: VDM, Verlag Dr. Müller, 2008.

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4

1971-, Hoang Linh, ed. Limit analysis and concrete plasticity. 3rd ed. Boca Raton: Taylor & Francis, 2010.

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5

Limit analysis and concrete plasticity. 2nd ed. Boca Raton: CRC Press, 1999.

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6

Jacky, Mazars, and Millard Alain, eds. Dynamic behavior of concrete and seismic engineering. London, UK: ISTE ; Hoboken, NJ : Wiley, 2009.

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7

Handbook of fiber-reinforced concrete: Principles properties, developments and applications. Park Ridge, N.J., U.S.A: Noyes Publications, 1990.

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8

H, Bungey J., and Hulse Ray, eds. Reinforced concrete design to Eurocode 2. Houndmills, Basingstoke, Hampshire: Palgrave MacMillan, 2007.

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9

Modern concrete construction manual: Structural design, material properties, sustainability. München: Institut für internationale Architektur-Dokumentation, 2014.

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10

Balavadze, V. K. Novoe o prochnosti i deformativnosti betona i zhelezobetona. Tbilisi: "Met͡s︡niereba", 1986.

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11

Zanganeh, Mehdi. Mechanical properties of fiber-reinforced concrete with ACM applications. Ottawa: National Library of Canada, 1997.

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12

1978-, Lin Gao, and Chen Genda, eds. Dynamic properties of concrete under multi-axial loading. Hauppauge, N.Y: Nova Science Publishers, 2010.

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13

Zalesov, Aleksandr Sergeevich. Prochnostʹ zhelezobetonnykh konstrukt͡s︡iĭ pri deĭstvii poperechnykh sil. Kiev: "Budivėlʹnyk", 1989.

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14

Lige̦za, Wiesław. Redystrybucja sił wewnętrznych we wzmacnianych betonowych elementach tarczowych. Kraków: Politechnika Krakowska im. Tadeusza Koʹsciuszki, 2000.

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15

V, Zhukov V. Termostoĭkostʹ zhelezobetonnykh konstrukt͡s︡iĭ. Kiev: "Budivėlʹnyk", 1991.

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16

Evans, R. W. Test report: Fault current through graphite filament reinforced plastic. MSFC, Ala: National Aeronautics and Space Administration, Marshall Space Flight Center, 1997.

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17

Kasaev, D. Kh. Prochnostʹ ėlementov zhelezobetonnykh konstrukt︠s︡iĭ pri kruchenii i izgibe s krucheniem. Rostov-na-Donu: Izd-vo Rostovskogo universiteta, 2001.

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18

Kwieciński, Marek. Collapse load design of slab-beam systems. Chichester, West Sussex, England: Ellis Horwood, 1989.

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19

Zudong, Shi, ed. Experiment and calculation of reinforced concrete at elevated temperatures. Waltham, MA: Butterworth-Heinemann, 2011.

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20

M, Pavlovic, ed. Structural concrete: Finite-element analysis for limit-state design. London: T. Telford, 1995.

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21

Rudlof, Matthias. Zur Spannungsumlagerung zwischen Spannstahl und Betonstahl bei Spannbeton mit nachträglichem Verbund. Aachen: Lehrstuhl und Institut für Massivbau der RWTH Aachen, 1998.

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22

I͡Akovlev, Anatoliĭ Ivanovich. Raschet ognestoĭkosti stroitelʹnykh konstrukt͡siĭ. Moskva: Stroĭizdat, 1988.

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23

Mattock, Alan H. Application of fiber reinforced plastic rods as prestrssing [i.e. prestressing] tendons in concrete structures: Final report, Research Project GC 8286, Task 25, fiberglass tendons. [Olympia, Wash.]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1989.

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24

Kwieciński, Marek. Projektowanie żelbetowych układów płytowo-żebrowych metodami teorii plastyczności. Warszawa: Państwowe Wydawn. Nauk., 1986.

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25

Cement based composites: Materials, mechanical properties, and performance. 2nd ed. London: Taylor & Francis, 2008.

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26

Zarrog, Zarrog Mohammed. Shear behaviour of reinforced concrete beams: The study of deep beams (DRC) strengthened with externally bonded carbon fibre reinforced plastic (CFRP) sheets. Wolverhampton: University of Wolverhampton, 2002.

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27

Smarzewski, Piotr. Modelowanie statycznego zachowania niesprężystych belek żelbetowych wykonanych z betonu wysokiej wytrzymałości: Modelling of static behavior of inelastic reinforced high-strength concrete beams. Lublin: Politechnika Lubelska, 2011.

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28

Evans, D. J. Thermal movements in a multi-storey car park. London: Cement and Concrete Association, 1986.

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29

Evans, D. J. Thermal movements in a multi-storey car park. Wexham Springs: Cement and Concrete Association, 1986.

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30

S, Ransing R., ed. Fluid properties at nano/Meso scale: A numerical treatment. Chichester, West Sussex: John Wiley & Sons, 2008.

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31

Cement-based composites: materials, mechanical properties and performance. London: Spon, 1995.

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32

author, Tang Chun'an, ed. Shui ni ji fu he cai liao gao wen lie hua yu sun shang: Thermal Deterioration and Damage of Cement-based Composites at Elevated Temperatures. Beijing: Ke xue chu ban she, 2012.

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33

Béton armé, calcul aux états limites: Théorie et pratique. Montréal, Québec, Canada: G. Morin, 1987.

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34

Presuel-Moreno, Francisco. Identification of commercially available alloys for corrosion-resistant metallic reinforcement and test methods for evaluating corrosion-resistant reinforcement. Charlottesville, Va: Virginia Transportation Research Council, 2008.

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35

Keller, Thomas. Use of fibre reinforced polymers in bridge construction. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.

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Abstract:

<p>The aim of the present Structural Engineering Document, a state-of-the-art report, is to review the progress made worldwide in the use of fibre reinforced polymers as structural components in bridges until the end of the year 2000.<p> Due to their advantageous material properties such as high specific strength, a large tolerance for frost and de-icing salts and, furthermore, short installation times with minimum traffic interference, fibre reinforced polymers have matured to become valuable alternative building materials for bridge structures. Today, fibre reinforced polymers are manufactured industrially to semi-finished products and ccimplete structural components, which can be easily and quickly installed or erected on site.<p> Examples of semi-finished products and structural components available are flexible tension elements, profiles stiff in bending and sandwich panels. As tension elements, especially for the purpose of strengthening, strips and sheets are available, as weil as reinforcing bars for concrete reinforcement and prestressing members for internal prestressing or external use. Profiles are available for beams and columns, and sandwich constructions especially for bridge decks. During the manufacture of the structural components fibre-optic sensors for continuous monitoring can be integrated in the materials. Adhesives are being used more and more for joining components.<p> Fibre reinforced polymers have been used in bridge construction since the mid-1980s, mostly for the strengthening of existing structures, and increasingly since the mid-1990s as pilot projects for new structures. In the case of new structures, three basic types of applications can be distinguished: concrete reinforcement, new hybrid structures in combination with traditional construction materials, and all-composite applications, in which the new materials are used exclusively.<p> This Structural Engineering Document also includes application and research recommendations with particular reference to Switzerland.<p> This book is aimed at both students and practising engineers, working in the field of fibre reinforced polymers, bridge design, construction, repair and strengthening.

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36

ZnO bao mo zhi bei ji qi guang, dian xing neng yan jiu. Shanghai Shi: Shanghai da xue chu ban she, 2010.

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37

Chen, Wai-Kai. Plasticity in Reinforced Concrete. J. Ross Publishing, 2007.

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38

Anselin, L., and David A. Hensher. Fiber-Reinforced-Plastic Reinforcement for Concrete Structures: Properties and Applications. Elsevier Science & Technology Books, 2016.

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39

Antonio, Nanni, ed. Fiber-reinforced-plastic (FRP) reinforcement for concrete structures: Properties and applications. Amsterdam: Elsevier, 1993.

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40

Nanni, Antonio. Fibre Reinforced-Plastic (FRP) Reinforcement for Concrete Structures. Properties and Applications (Developments in Civil Engineering, Volume 42). Elsevier Publishing Company, 1993.

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41

Reinforced Concrete Design. 5th ed. Palgrave Macmillan, 1999.

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42

Mosley, W. H., and J. H. Bungey. Reinforced Concrete Design. Palgrave Macmillan, 1990.

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43

P, Shah S., Batson G. B, and American Concrete Institute, eds. Fiber reinforced concrete: Properties and applications. Detroit (P.O. Box 19150, Redford Station, Detroit 48219): American Concrete Institute, 1987.

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44

Fiber-Reinforced-Plastic (FRP) Reinforcement for Concrete Structures. Elsevier, 1993. http://dx.doi.org/10.1016/c2009-0-09136-3.

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45

Fiber-reinforced-plastic reinforcement for concrete structures: International symposium. Detroit: American Concrete Institute, 1993.

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46

W, Jong B., ed. Fiber reinforcement of sulfur concrete to enhance flexural properties. Avondale, Md: U.S. Dept. of the Interior, Bureau of Mines, 1985.

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47

Jerome, David. Dynamic Response of Concrete Beams Externally Reinforced With Carbon Fiber Reinforced Plastic. Dissertation Discovery Company, 2019.

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48

Jerome, David. Dynamic Response of Concrete Beams Externally Reinforced With Carbon Fiber Reinforced Plastic. Dissertation Discovery Company, 2019.

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49

Denarie, Emmanuel. Ultra-High Performance Fibre-Reinforced Concretes: Properties and Applications. Taylor & Francis Group, 2023.

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50

Fiber-reinforced-plastic reinforcement for concrete structures: International symposium. Detroit: American Concrete Institute, 1993.

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