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Dissertations / Theses on the topic 'Steel reinforcing bars'

Author: Grafiati

Published: 2 June 2025

Last updated: 31 July 2025

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1

Zheng, Hang. "Tempcore reinforcing steel : microstructure and mechanical properties." Phd thesis, Department of Civil Engineering, 1998. http://hdl.handle.net/2123/8671.

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2

García, Taengua Emilio José. "Bond of Reinforcing Bars to Steel Fiber Reinforced Concrete (SFRC)." Doctoral thesis, Universitat Politècnica de València, 2013. http://hdl.handle.net/10251/32952.

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The use of steel fiber reinforced concrete (SFRC hereafter) is becoming more and more common. Building codes and recommendations are gradually including the positive effect of fibers on mechanical properties of concrete. How to take advantage of the higher ductility and energy absorption capacity of SFRC to reduce anchorage lengths when using fibers is not a straightforward issue. Fibers improve bond performance because they confine reinforcement (playing a similar role to that of transverse reinforcement). Their impact on bond performance of concrete

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3

Nachiappan, Vijayakumar. "Corrosion of high-chromium and conventional steels embedded in concrete." Morgantown, W. Va. : [West Virginia University Libraries], 2003. http://etd.wvu.edu/templates/showETD.cfm?recnum=3195.

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Thesis (M.S.)--West Virginia University, 2003.<br>Title from document title page. Document formatted into pages; contains ix, 56 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 51-52).

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4

Amleh, Lamya. "Influence of corrosion of reinforcing bars on the bond between steel and concrete." Thesis, McGill University, 1996. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=24050.

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Tension tests have been carried out for a preliminary study of the influence of the steel reinforcement corrosion on bond behaviour. The bond strength was studied through both transverse and longitudinal splitting cracks and a relative bond effectiveness of the corroded bars was determined from the crack spacing. Different stages of the corrosion were established to study their relative bond behaviour, ranging from no corrosion to complete corrosion at the steel-concrete interface. These stages have been achieved by using an accelerated corrosion method. An electrochemical method was used to a

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5

Less, Thomas Matthew. "Structural Performance and Corrosion Resistance of Fiber Reinforced Polymer Wrapped Steel Reinforcing Bars." The Ohio State University, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=osu1366222349.

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6

Belghiti, Moulay El Mehdi. "Influence of steel fibres on response of beams." Thesis, McGill University, 2007. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=100222.

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The following thesis presents the results of six full scale beams tests as part of a research program conducted at McGill University on the effect of steel fibres on the shear capacity of a beam with an aid ratio greater than 2.5. The test specimens had the following dimensions: 4400 mm long, 300 mm wide and 500 mm long. The beams had 4-25M bottom reinforcing bars and 2-20M top reinforcing bars. Two series were designed with different reinforcing details: the "BA" series contained transverse reinforcement spaced at 275 mm center to center while the "BB" series had no transverse reinforcement.

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7

Song, Mengli. "Effectiveness of steel bars in reinforced masonry walls under concentric compression." Thesis, Queensland University of Technology, 2019. https://eprints.qut.edu.au/132724/1/Mengli_Song_Thesis.pdf.

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This PhD thesis aims at developing an economical and safe reinforced masonry structural walling system suitable for usage in the heavily loaded lower stories of the multi-storeyed residential or commercial buildings. Through a systematic experimental investigation of more than 50 walls and a finite element modelling incorporating material and geometric nonlinearities, design formulae have been developed and incorporated in the Australian Masonry Design Standard AS3700 (2018). With this significant contribution, the outcomes of this PhD thesis can address some of the recent problems of huge soc

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8

Gravina, Rebecca Jane. "Non-linear overload behaviour and ductility of reinforced concrete flexural members containing 500MPa grade steel reinforcement." Title page, contents and abstract only, 2002. http://web4.library.adelaide.edu.au/theses/09PH/09phg777.pdf.

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Includes corrigenda (inserted at front) and list of publications published as a result of this research. Includes bibliographical references (leaves 192-199) Investigates the overload behaviour and modes of collapse of reinforced concrete flexural members containing 500MPa grade reinforcing steel and evaluates the adequacy of current ductility requirements for design according to AS 3600 to ensure strength and safety.

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9

Heathcote, Lydia. "An Inductive Scanning System for Detection of Corrosion in Reinforcing Steel Bars at Distances of up to 90mm and a Procedure to Extract Bar Dimensional Information." Thesis, University of Manchester, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.525292.

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10

Popovič, Tomáš. "Návrh konstrukce pro fotbalové hřiště." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240365.

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This diploma thesis deals with the static review of structure for a football pitch. It is crosswise prestressed reinforced sliding plate with variable cross section. Assessment of the elements was done according to limit states. Internal forces from the load effects were calculated using the SW SciaEngineer 2015.1. The elements were assessed by SW Idea StatiCa 6. The main outputs of this static calculation are drawings of the shape and drawings of the reinforcement.

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11

Seliem, Hatem Mohamed A. "Behavior of concrete bridges reinforced with high-performance steel reinforcing bars." 2007. http://www.lib.ncsu.edu/theses/available/etd-05042007-174633/unrestricted/etd.pdf.

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12

Murilal, Yuthika Nehro. "The optimization of the processing of low carbon reinforcing steel bars." Thesis, 2016. http://hdl.handle.net/10539/20100.

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Submitted to School of Chemical and Metallurgical Engineering, Faculty of Engineering and the Built Environment, University of the Witwatersrand, Johannesburg, South Africa In partial fulfillment of MSc (Materials and Metallurgical Engineering), (50/50) October, 2015<br>Reinforcing bars produced at ArcelorMittal via the Electric Arc Furnace (EAF) process route and the Rod Mill are breaking during application. This is due to the high residual content of the material, which produces an excessively high tensile strength and reduces its ductility. This work aims to develop a cooling program at

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13

Human, Johannes Jurie. "Local buckling of axially loaded type 3CR12 corrosion resisting steel built-up columns." Thesis, 2014. http://hdl.handle.net/10210/9278.

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M.Ing.<br>Design parameters for ferritic type stainless steel structural members do not exist and is needed. This study attempts to find design parameters for ferritic type stainless steel compression elements. The ferritic type stainless steel under consideration in this study is Type 3CR12 corrosion resisting steel, which is a modified Type 409 stainless steel. The purpose of this study was to determine the limiting web width-to-thickness and flange width-to-thickness ratios for the prevention of local buckling in axially loaded hotrolled Type 3CR12 corrosion resisting steel columns. Experim

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14

Chih-WeiHuang and 黃智暐. "Splice Length of Steel Reinforcing Bars in Ultra high performance fiber reinforced concrete beams." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/a9qbzq.

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碩士<br>國立成功大學<br>土木工程學系<br>107<br>Due to the lack of test data on the bond strength of deformed reinforcing bars embedded in Ultra-high performance fiber reinforced concrete (UHPFRC), ACI-318-19 building code requirements imposed an upper limit of 70 MPa on compressive strength of concrete that may be used in calculating tension development length and tension splice length. To evaluate the applicability of ACI-318-19 design provisions for calculating splice length of UHPFRC, sixteen simply supported beam specimens were fabricated and tested in this experimental program. Each beam was designed w

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15

Weng, Chih-Ching, and 翁志青. "The fluctuation influence of Construction Cost Index on the price of steel reinforcing bars and cements." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/64343241149547192005.

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碩士<br>國立中興大學<br>土木工程學系所<br>105<br>Taiwan has very limited natural resources and must rely on imports. However, the import of natural resources is hard to control due to international inflation and Taiwan’s international political situation. The price of international resources directly and indirectly affects the prices of the main construction materials in the domestic construction industry. This study carried out a research between two important construction materials including steel bars and cement, through the Construction Cost Index published by the Executive Yuan. This research also a

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16

Abooameri, Farid. "Evaluation of cathodic protection in reinforced concrete bridges." Thesis, 1994. http://hdl.handle.net/1957/35182.

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Steel corrosion in reinforced concrete is a major concern to transportation agencies nationwide because of the expenses incurred for repair and ultimate shortening of bridge life. Cathodic protection (CP), as a remedy, has been applied to reinforced bridges in the US since 1974. However, application of this technique is largely empirical, lacking fundamental understanding. In order to optimize the performance of a CP system, it is important to monitor the rebar potential with respect to a reliable reference electrode. Moreover, because of potential variation in the concrete, reference cell pla

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17

Παπαδόπουλος, Μιχαήλ. "Μηχανική συμπεριφορά διαβρωμένων χαλύβων οπλισμού σκυροδέματος". Thesis, 2007. http://nemertes.lis.upatras.gr/jspui/handle/10889/701.

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Το οπλισμένο σκυρόδεμα αποτελεί στις μέρες μας το πιο διαδεδομένο υλικό για την κατασκευή του φέροντος οργανισμού κτιριακών κατασκευών. Παρά την εξαιρετική επίδοση του οπλισμένου σκυροδέματος ως φέροντος υλικού, διαπιστώθηκε ότι στη διάρκεια ζωής των κατασκευών από οπλισμένο σκυρόδεμα, η οποία συχνά ξεπερνά τα 100 χρόνια, παρατηρείται μια βαθμιαία συσσώρευση βλάβης, ένας από τους κύριους παράγοντες της οποίας εντοπίζεται στη διάβρωση του σιδηροπλισμού. Tα τελευταία χρόνια το πρόβλημα της υποβάθμισης της φέρουσας ικανότητας του οπλισμού σκυροδέματος λόγω βλάβης διάβρωσης έχει προσελκύσει το ε

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18

Gravina, Rebecca Jane. "Non-linear overload behaviour and ductility of reinforced concrete flexural members containing 500MPa grade steel reinforcement / by Rebecca Jane Gravina." Thesis, 2002. http://hdl.handle.net/2440/21791.

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Includes corrigenda (inserted after title page) and list of publications published as a result of this research.<br>Includes bibliographical references (leaves 192-199)<br>xxvii, 223 leaves : ill. ; 30 cm.<br>Investigates the overload behaviour and modes of collapse of reinforced concrete flexural members containing 500MPa grade reinforcing steel and evaluates the adequacy of current ductility requirements for design according to AS 3600 to ensure strength and safety.<br>Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 2002

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