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Books on the topic 'Strength of reinforced beams'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

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

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2

Sharma, Akanshu. Experimental investigations and evaluation of strength and deflections of reinforced concrete beam-column joints using nonlinear static analysis. Bhabha Atomic Research Centre, 2009.

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3

Angelakos, Dino. The influence of concrete strength and longitudinal reinforcement ratio on the shear strength of large-size reinforced concrete beams with, and without, transverse reinforcement. National Library of Canada, 1999.

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4

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

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5

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

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6

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

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<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 a

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7

Kong, F. k. Reinforced Concrete Deep Beams. Taylor & Francis Group Plc, 2004.

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8

Nourbakhsh, F. Impact resistance of reinforced concrete beams. University of Birmingham, 1989.

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9

Casandjian, Charles, Noël Challamel, Christophe Lanos, and Jostein Hellesland. Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118639511.

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10

Hellesland, Jostein, Noël Challamel, Charles Casandjian, and Christophe Lanos. Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118635360.

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11

Molenstra, Nadia Julia. Ultimate strength of composite beams. typescript, 1990.

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12

Attard, J. A. Knowledge based design of reinforced concrete beams. UMIST, 1993.

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13

Brady, Pamalee A. Shear strengthening of reinforced concrete beams using fiber-reinforced polymer wraps. U.S. Army Corps of Engineers, Construction Engineering Research Laboratories, 1998.

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14

Mallett, G. P. Fatigue of reinforced concrete. HMSO, 1991.

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15

Saifullah, Mohammad. Effect of reinforced corrosion on bond strength in reinforced concrete. University of Birmingham, 1994.

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16

Brimmer, David. Computer aided design of continuous reinforced concrete beams. North East London Polytechnic, 1985.

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17

Casandjian, Charles. Reinforced concrete beams, columns and frames: Mechanics and design. ISTE, 2013.

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18

Massam, Laurent. The behaviour of GFRP reinforced concrete beams in shear. National Library of Canada, 2001.

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19

Calder, A. J. J. Exposure tests on 3.5 m externally reinforced concrete beams: The first 8 years. Transport and Road Research Laboratory, Structures Group, Bridges Division, 1989.

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20

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. University of Wolverhampton, 2002.

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21

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

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22

Stanish, Kyle David. Corrosion effects on bond strength in reinforced concrete. National Library of Canada = Bibliothèque nationale du Canada, 1999.

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23

Cicovic, Milan. The influence of shear on deformations of reinforced concrete beams. Polytechnic of East London, 1991.

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24

Parmenter, M. An investigation of the strength of cast iron beams. UMIST, 1996.

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25

Lubis, Bachrian. Enhanced strength of reinforced concrete members repaired with high strength polymer modified mortars. University of Birmingham, 1995.

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26

Liu, Karen Ka Yan. Origins of shear strength of polymers and reinforced polymers. National Library of Canada = Bibliothèque nationale du Canada, 1997.

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27

Proctor, B. A. The strength of brittle solids and fibre reinforced composites. University of Birmingham, 1985.

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28

Battista, Danny D. Minimum reinforcement requirements for reinforced high-strength concrete slabs. National Library of Canada = Bibliothèque nationale du Canada, 1993.

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29

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

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30

Calder, A. J. J. Exposure tests on externally reinforced concrete beams: Performance after 10 years. Transport and Road Research Laboratory, Structures Group, Bridges Division, 1988.

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31

Gupta, Pawan R. Shear behaviour of reinforced concrete beams subjected to high axial compression. National Library of Canada = Bibliothèque nationale du Canada, 1993.

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32

Deniaud, Christophe. Behaviour of reinforced concrete beams strengthened in shear with FRP sheets. Dept. of Civil and Environmental Engineering, University of Alberta, 2000.

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33

Al-Dafiry, Hamoud Ahmed. Impact resistance of reinforced fibrous concrete beams and one-way slabs. University of Birmingham, 1991.

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34

Reinforced concrete beams, columns and frames: Section and slender member analysis. ISTE, 2013.

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35

Schaffer, Erwin L. Strength validation and fire endurance of glued-laminated timber beams. U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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36

Alca, Nedim. Effect of size on flexural behaviour of high-strength concrete beams. Dept. of Civil Engineering, University of Alberta, 1993.

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37

Raveendran, Somasundaram. Modelling of reinforced concrete beams subject to both static and dynamic loading. PEL, 1988.

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38

Chen, Simon A. A shear-friction truss model for reinforced concrete beams subjected to shear. Dept. of Civil Engineering, University of Alberta, 1993.

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39

Sarandily, Ali. High strength autoclaved cementitious matrices and steel fibre reinforced composites. University of Salford, 1986.

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40

Mattock, Alan H. Strength of members with dapped ends. Prestressed Concrete Institute, 1986.

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41

Rycroft, Alan. Kalgoorlie-Leonora, timber bridges: Strength evaluation by testing. Westrail, 1992.

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42

Cullington, D. W. Shear strength of some 30-year-old prestressed beams without links. Transport and Road Research Laboratory, 1991.

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43

Ulaga, Tomaž. Betonbauteile mit Stab- und Lamellenbewehrung: Verbund- und Zuggliedmodellierung. Institut für Baustatik und Konstruktion, ETH Zürich, 2003.

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44

Ehret, Karl-Heinz. Ein Beitrag zur Theorie II. Ordnung bei kippgefährdeten Stahlbeton- und Spannbetonträgern. Universität der Bundeswehr München, 1989.

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45

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

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46

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

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47

Ho, Gordon. Nonlinear analysis of reinforced concrete beams subjected to shear, moment and axial loads. National Library of Canada, 1993.

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48

Georghiou-Meremetis, Athanasios. Maintenance of a knowledge based system for the design of reinforced concrete beams. UMIST, 1994.

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49

Kachlakev, Damian I. Testing of full-size reinforced concrete beams strengthened with FRP composites: Experimental results and design methods verification. Oregon Dept. of Transportation, Research Group, 2000.

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50

Kachlakev, Damian I. Testing of full-size reinforced concrete beams strengthened with FRP composites: Experimental results and design methods verification. Oregon Dept. of Transportation, Research Group, 2000.

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