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Books on the topic 'Bending reinforced concrete elements'

Author: Grafiati
Published: 28 May 2022
Last updated: 29 May 2022

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1

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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<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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2

Morrell, Patrick J. B. Design of reinforced concrete elements. 2nd ed. Oxford: BSP Professional, 1989.

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3

Morrell, P. J. B. Design of reinforced concrete elements. 2nd ed. Oxford: BSP Professional, 1989.

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4

John, Uno Paul, ed. Design handbook for reinforced concrete elements. 2nd ed. Sydney: UNSW Press, 2003.

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5

Bhide, Shrinivas Balkrishna. Reinforced concrete elements in shear and tension. Toronto, Ont: University of Toronto, Dept. of Civil Engineering, 1987.

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6

Lai, Derek. Crack shear-slip in reinforced concrete elements. Ottawa: National Library of Canada, 2001.

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7

Barros, Helena, Joaquim Figueiras, Carla Ferreira, and Mário Pimentel. Design of Reinforced Concrete Sections Under Bending and Axial Forces. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-80139-7.

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8

Chan, Calvin Chi Lun. Testing of reinforced concrete membrane elements with perforations. Ottawa: National Library of Canada, 1990.

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9

Babaei, Khossrow. Development of standard specifications for bending/straightening concrete reinforcing steel: Final report, Research Project GC 8719, Task 1, Rebar--Bending/Straightening Standard Specifications. [Olympia, Wash.]: Washington State Dept. of Transportation, Planning, Research and Public Transportation, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1991.

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10

Association, British Cement, and Reinforced Concrete Council, eds. Economic concrete frame elements: A pre-scheme design handbook for the rapid sizing and selection of reinforced concrete frame elements in multi-storey buildings. Crowthorne: BCA, 1997.

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11

Samad, Abdul Aziz Abdul. The response of reinforced concrete slabs subjected to biaxial bending and twisting movements. Manchester: University of Manchester, 1994.

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12

A, Williams. Tests on large reinforced concrete elements subjected to direct tension. Wexham Springs: Cement and Concrete Association, 1986.

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13

Sohanghpurwala, Ali Akbar. Manual on service life of corrosion-damaged reinforced concrete bridge superstructure elements. Washington, D.C: Transportation Research Board, 2006.

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14

Sohanghpurwala, Ali Akbar. Cathodic protection for life extension of existing reinforced concrete bridge elements. Washington, D.C: Transportation Research Board, 2009.

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15

Sohanghpurwala, Ali Akbar. Cathodic Protection for Life Extension of Existing Reinforced Concrete Bridge Elements. Washington, D.C.: National Academies Press, 2009. http://dx.doi.org/10.17226/14292.

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16

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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17

Babaei, Khossrow. Bending/straightening and grouting concrete reinforcing steel: Review of Washington State Department of Transportation's specifications and proposed modifications : final report, Research Project GC 8286, Task 15. [Olympia, Wash.]: Washington State Dept. of Transportation, Planning, Research and Public Transportation, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1988.

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18

Aspiotis, James. Compression softening of high strength reinforced concrete elements subjected to in-plane stresses. Ottawa: National Library of Canada, 1993.

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19

Ochshorn, Jonathan. Structural elements for architects and builders: Design of columns, beams, and tension elements in wood, steel, and reinforced concrete. Champaign, IL: Common Ground Publishing, LLC, 2015.

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20

Structural elements for architects and builders: Design of columns, beams, and tension elements in wood, steel, and reinforced concrete. Amsterdam: Butterworth-Heinemann, an imprint of Elsevier, 2010.

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21

Wang, shin-tower. Documentation of the cpmputer program STIFF1: Computation of nonlinear stiffenesses and ultimate bending moment of reinforced-concrete and pipe sections. Austin, Tex: Ensoft, 1987.

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22

Mirvish, Anthony. The effects of bi-axial tension on the behavior of lap splices in high-strength reinforced concrete shell elements. Ottawa: National Library of Canada, 1996.

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23

Design of Reinforced Concrete Elements. Blackwell Science Ltd, 1989.

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24

Beletich, A. S., and D. P. Hall. Design Handbook for Reinforced Concrete Elements. Tafe Educational Books, 1998.

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25

Elements of Reinforced Concrete Design (ANSTI Technology). Macmillan Education Ltd, 1986.

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26

Bhide, Shrinivas Balkrishna. Reinforced concrete elements in shear and tension. 1987.

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27

Leesti, Peter. Reinforced concrete slab elements in pure torsion. 1985.

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28

Kirschner, Uwe Heinrich Konrad. Investigating the behaviour of reinforced concrete shell elements. 1986.

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29

Khalifa, Jameeluddin. Limit analysis and design of reinforced concrete shell elements. 1986.

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30

André, Henrique Manuel Oliveira. Toronto/Kajima study on scale effects in reinforced concrete elements. 1987.

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31

Buckley, Michael Scott *. Punching shear in reinforced concrete shell elements: a pilot study. 1988.

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32

Bennett, Jack, and Thomas Turk. Criteria for the Catholic Protection of Reinforced Bridge Elements. Strategic Highway Research Program (Shrp), 1994.

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33

Khalifa, Waseem U. Investigating the response of reinforced concrete slab elements in pure torsion. 1986.

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34

Strategic Highway Research Program (U.S.)., ed. Technical alert: Criteria for the cathodic protection of reinforced concrete bridge elements. Washington, D. C: Strategic Highway Research Program, 1994.

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35

Biedermann, Julia Dale. The design of reinforced concrete shell elements: an analytical and experimental study. 1987.

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36

Cuenca, Estefanía. On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete. Springer, 2016.

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37

Manual on Service Life of Corrosion-Damaged Reinforced Concrete Bridge Superstructure Elements. Washington, D.C.: Transportation Research Board, 2006. http://dx.doi.org/10.17226/13934.

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38

Service Life of Corrosion-Damaged Reinforced Concrete Bridge Superstructure Elements: Web-Only Document. Washington, D.C.: Transportation Research Board, 2006. http://dx.doi.org/10.17226/23263.

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39

béton, Comité euro-international du, ed. RC elements under cyclic loading: State of the art report. London: T. Telford, 1996.

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40

Manos, George C. The Use of Fiber Reinforced Plastic for The Repair and Strengthening of Existing Reinforced Concrete Structural Elements Damaged by Earthquakes. INTECH Open Access Publisher, 2013.

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41

Mostafaei, Hossein. Axial-shear-flexure interaction approach for displacement-based evaluation of reinforced concrete elements =: Mage-sendan jukuryoku sōgo sayō moderu ni yoru tekkin konkurīto buzai no henkei seinō hyōka. 2006.

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42

Ochshorn, Jonathan. Structural Elements for Architects and Builders: Design of Columns, Beams, and Tension Elements in Wood, Steel, and Reinforced Concrete. Common Ground Research Networks, 2015. http://dx.doi.org/10.18848/978-1-61229-802-3/cgp.

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43

Hodgkiess, T., and P. D. Arthur. Fatigue and Corrosion Effects in Reinforced Concrete Beams Partially Submerged in Seawater and Subjected to Reverse Bending (Offshore Technology Report). Stationery Office Books, 1988.

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44

Kuchma, Daniel A. The influence of T-headed bars on the strength and ductility or reinforced concrete wall elements. 1996.

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45

Aci Design Handbook: Design of Structural Reinforced Concrete Elements in Accordance With the Strength Design Method of Aci 318-95. Amer Concrete Inst, 1997.

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46

ACI Committee 340., ed. ACI design handbook: Design of structural reinforced concrete elements in accordance with the strength design method of ACI 318-95. 6th ed. Farmington Hills, Mich: ACI International, 1997.

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47

Practical Design Tools for Composite Steel-concrete Construction Elements Submitted to ISO-fire Considering the Interaction Between Axial Load N and Bending Moment M: Refao-II, Parts I-II-III. European Communities / Union (EUR-OP/OOPEC/OPOCE), 1991.

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48

Ospanova, S. M. ENERGY-SAVING TECHNOLOGIES MANUFACTURING OF METAL STRUCTURES WITH CORE ELEMENTS. RS Global S. z O.O., 2022. http://dx.doi.org/10.31435/rsglobal/047.

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The monograph analyzes various welded metal structures. The design of reinforcing cages of round, hot-rolled, cold-rolled, cold-flattened steel of periodic profile has been studied. During the welding process, the possibility of splashes has been established that affects the strength of the welded joint, and is associated with large energy losses. This phenomenon is accepted as an indicator of the quality of the welding process. The process of heating by contact welding of crossed round rods is described. It was found that the higher the current, the relatively later the limiting state sets in, the shorter the welding duration and the less the possibility of overheating the nearcontact region. Issues of rational technology of resistance welding of reinforced concrete reinforcement have been developed. The parameters of the mode of electric contact welding of crossing round rods are determined. The publication may be of interest to a wide range of readers interested in the problem of studying energy-saving technologies for the manufacture of metal structures with rod elements, including researchers, teachers and students of higher educational institutions in the field of energy conservation.
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