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Books on the topic 'Steel reinforced concrete'

Author: Grafiati

Published: 4 June 2021

Last updated: 30 May 2022

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1

Singh, Harvinder. Steel Fiber Reinforced Concrete. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-2507-5.

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2

Raju, N. Krishna. Structural design & drawing: Reinforced concrete and steel. Hyderabad: Universities Press (India), 1992.

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3

Manning, David C. Reflections on steel corrosion in concrete. Downsview, Ont: Research and Development Branch, Ontario Ministry of Transportation, 1991.

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4

Society, Concrete. Guidance for the design of steel-fibre-reinforced concrete. Camberley: Concrete Society, 2007.

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5

Bayasi, Z. Fly ash application to steel fiber reinforced concrete. S.l: s.n, 1987.

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6

Chiew, Sing-Ping, and Yan-Qing Cai. Design of High Strength Steel Reinforced Concrete Columns. Boca Raton : CRC Press, [2018]: CRC Press, 2018. http://dx.doi.org/10.1201/9781351203951.

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7

Inc, ebrary, ed. Cathodic protection of steel in concrete. London: E & FN Spon, 1998.

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8

El-Reedy, Mohamed A. Steel-reinforced concrete structures: Assessment and repair of corrosion. Boca Raton: CRC Press, 2008.

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9

Chiew, Sing-Ping, and Yan-Qing Cai. Design Examples for High Strength Steel Reinforced Concrete Columns. Boca Raton : CRC Press, [2018]: CRC Press, 2018. http://dx.doi.org/10.1201/9780429469428.

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10

Berkeley, K. G. C. Cathodic protection of reinforcement steel in concrete. London: Butterworths, 1990.

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11

ACI-ASCE Committee 408. Report on steel reinforcing bars under cyclic loads. Farmington Hills, MI: American Concrete Institute, 2012.

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12

United States International Trade Commission. Steel concrete reinforcing bars from Turkey. Washington, DC: U.S. International Trade Commission, 1996.

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13

United States International Trade Commission. Steel concrete reinforcing bars from Turkey. Washington, DC: U.S. International Trade Commission, 1997.

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14

National Association of Corrosion Engineers. Maintenance and rehabilitation considerations for corrosion control of existing steel reinforced concrete structures. Houston: NACE, 1990.

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15

National Association of Corrosion Engineers. Maintenance and rehabilitation consid erations for corrosion control of existing steel reinforced concrete structures. Houston: National Association of Corrosion Engineers, 1990.

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16

Smith, Joel Aaron. Implosion of steel fibre reinforced concrete cylinders under hydrostatic pressure. Ottawa: National Library of Canada, 1999.

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17

McKenzie, M. Cathodic protection of reinforced concrete: Effectiveness on initially uncorroded steel. Crowthorne: Transport and Road Research Laboratory, 1991.

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18

Xin, Xian Zuo. Behaviour of reinforced concrete interior beam-column joints designed using high strength concrete and steel. Christchurch, N.Z: University of Canterbury, Dept. of Civil Engineering, 1992.

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19

National Association of Corrosion Engineers. Cathodic protection of reinforcing steel in atmospherically exposed concrete structures. Houston: National Association of Corrosion Engineers, 1990.

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20

Lawrence, C. D. The mechanism of corrosion of reinforcement steel in concrete structures. Crowthorne [England]: British Cement Association, 1993.

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21

Corrosion of steel in concrete: Understanding, investigation, and repair. London: E & FN Spon, 1997.

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22

Corrosion of steel in concrete: Understanding, investigation and repair. 2nd ed. London: Taylor & Francis, 2007.

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23

National Cooperative Highway Research Program, American Association of State Highway and Transportation Officials, and United States. Federal Highway Administration, eds. Design of concrete structures using high-strength steel reinforcement. Washington, D.C: Transportation Research Board, National Research Council, 2011.

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24

Berke, NS, E. Escalante, CK Nmai, and D. Whiting, eds. Techniques to Assess the Corrosion Activity of Steel Reinforced Concrete Structures. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 1996. http://dx.doi.org/10.1520/stp1276-eb.

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25

Tejchman, Jacek. Steel-fibrous concrete: Experiments and a numerical discrete model. Gdańsk: Wydwan. Politechniki Gdańskiej, 2000.

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26

Tekkin konkurīto-chū, tekkotsuryō kongō kōzō no sekkei to sekō: Design and construction of mixed structures composed of reinforced concrete columns and steel beems. Tōkyō: Nihon Kenchiku Gakkai, 2001.

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27

Sidney, Diamond, and Berke Neal Steven 1952-, eds. Steel corrosion in concrete: Fundamentals and civil engineering practice. London: E & FN Spon, 1997.

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28

Committee, American Welding Society Structural Welding. Structural welding code -- reinforcing steel: Including metal inserts and connections in reinforced concrete construction. Miami, Fla: American Welding Society, 1997.

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29

Hededahl, P. Field investigation of epoxy-coated reinforcing steel. [Toronto]: Research and Development Branch, Ontario Ministry of Transportation, 1989.

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30

Peden, Henry C. Bridges-- wrought iron to steel to reinforced concrete: Harford County's rural heritage. Bel Air, MD: Jack Shagena, 2010.

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31

Cuenca, Estefanía. On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-13686-8.

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32

Choong, Kok Keong, Jayaprakash Jaganathan, Sharifah Salwa Mohd Zuki, Shahiron Shahidan, and Nurul Izzati Raihan Ramzi Hannan. Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2715-6.

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33

Tekkotsu tekkin konkurīto kōzō keisan kijun, dō kaisetsu: Kyoyō ōryokudo sekkei to hoyū suihei tairyoku = AIJ Standard for structural calculation of steel reinforced concrete structures : allowable stress design, horizontal load-carrying capacity. 5th ed. Tōkyō: Nihon Kenchiku Gakkai, 2001.

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34

Roland Gerardus Adriaan de Waal. Steel fibre reinforced tunnel segments: For the application in shield driven tunnel linings. Delft: Delft University Press, 2000.

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35

Symposium on Connections Between Steel and Concrete (1st 2001 Stuttgart, Germany). Connections between steel and concrete: Stuttgart, Germany, 10-12 September 2001. Cachan (Val-de-Marne): RILEM publications, 2001.

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36

Y, Cheng Franklin, ed. Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges. Boca Raton, FL: CRC Press, 2012.

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37

Kim, Young Joon. The shear response of circular concrete columns reinforced with high strength steel spirals. Ottawa: National Library of Canada, 2000.

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38

Wipf, Terry J. Evaluation of post-tension strengthened steel girder bridge using FRP bars. Ames, IA: Center for Transportation Research and Education, Iowa State University, 2003.

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39

Leonovich, Sergey, Evgeniy Shalyy, Elena Polonina, Elena Sadovskaya, Lev Kim, and Valentin Dorkin. Durability of port reinforced concrete structures (Far East and Sakhalin). ru: INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1816638.

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Abstract:

Section I of the monograph is devoted to an urgent problem - forecasting the durability of port reinforced concrete structures, the destruction of which is associated with corrosion of steel reinforcement caused by chloride aggression and carbonation of concrete. The analysis of models for calculating the service life of structures and experimental data is carried out, the life cycles for the main degradation processes in concrete and reinforcement, the periods of initiation and propagation of corrosion are considered, the influence of environmental factors (temperature, humidity) and the quality of concrete (In/C, cement consumption, diffusion coefficient) on the kinetics of chloride penetration and the movement of the carbonation front is taken into account. Probabilistic models of basic variables are considered, the limiting states of port reinforced concrete structures for the durability of reinforced concrete structures based on the reliability coefficient for service life are formulated. Sections II and III describe modern methods of restoration and restoration of reinforced concrete port structures subjected to corrosion destruction using nanofibrobeton. The concept of multilevel reinforcement has been implemented. Methods of experimental fracture mechanics were used to evaluate the joint work of exploited concrete and reinforcement nanofibre concrete. It is intended for scientific and engineering staff of universities, research and design organizations.

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40

International Concrete Repair Institute. Technical Guidelines Committee. Guide for surface preparation for the repair of deteriorating concrete reulting from reinforcing steel corrosion. Sterling, Va: ICRI, 1995.

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41

Institute, American Concrete, ed. Steel fiber reinforced concrete. Detroit: American Concrete Institute, 1994.

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42

El-Reedy, Mohamed Abdallah. Steel-Reinforced Concrete Structures. CRC Press, 2017. http://dx.doi.org/10.1201/b22237.

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43

Maidl. Steel Fibre Reinforced Concrete. Vch Pub, 1996.

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44

El-Reedy, Mohamed. Steel-Reinforced Concrete Structures. CRC Press, 2007. http://dx.doi.org/10.1201/9781420054316.

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45

Yeomans, Stephen. Galvanized Steel Reinforcement in Concrete. Elsevier Science, 2004.

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46

Yeomans, Stephen. Galvanized Steel Reinforcement in Concrete. Elsevier Science, 2004.

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47

Galvanised steel reinforcement in concrete. Great Britain: Elsevier Science Pub, 2004.

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48

Jones, Peter Alwyn. Flexural modelling of steel fibre reinforced sprayed concrete. 1998.

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49

Raju, N. Krishna. Structural Design and Drawing: Reinforced Concrete and Steel. Vantage Press, 1992.

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50

Singh, Harvinder. Steel Fiber Reinforced Concrete: Behavior, Modelling and Design. Springer, 2018.

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