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Dissertations / Theses on the topic 'Continuous deep beams'

Author: Grafiati

Published: 4 June 2021

Last updated: 16 February 2022

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1

Ashour, Ashraf Fawzy. "Behaviour and strength of reinforced concrete continuous deep beams." Thesis, University of Cambridge, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.319339.

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2

Shalookh, Othman H. Zinkaah. "Behaviour of continuous concrete deep beams reinforced with GFRP bars." Thesis, University of Bradford, 2019. http://hdl.handle.net/10454/18381.

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3

Khatab, Mahmoud A. T. "Behaviour of continuously supported self-compacting concrete deep beams." Thesis, University of Bradford, 2016. http://hdl.handle.net/10454/14628.

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The present research is conducted to investigate the structural behaviour of continuously supported deep beams made with SCC. A series of tests on eight reinforced two-span continuous deep beams made with SCC was performed. The main parameters investigated were the shear span-to-depth ratio, the amount and configuration of web reinforcement and the main longitudinal reinforcement ratio. All beams failed due to a major diagonal crack formed between the applied mid-span load and the intermediate support separating the beam into two blocks: the first one rotated around the end support leaving the

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4

Kudrna, Jiří. "Nosná železobetonová konstrukce víceúčelového objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265738.

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This work deals with the structural solution of reinforced concrete floor slab, deep beam and its support of multipurpose building. The structure is designed and assessed in according to valid standards. The continuous one-way slab is analyzed by Finite Element Method, deep beam is solved by Strut-and-Tie model.

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5

Ashour, Ashraf F., C. T. Morley, and N. K. Subedi. "Reinforced concrete two-span continuous deep beams." 2002. http://hdl.handle.net/10454/867.

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6

Yang, Keun-Hyeok, and Ashraf F. Ashour. "Load capacity of reinforced concrete continuous deep beams." 2008. http://hdl.handle.net/10454/6245.

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Most codes of practice, such as EC2 and ACI 318-05, recommend the use of strut-and-tie models for the design of reinforced concrete deep beams. However, studies on the validity of the strut-and-tie models for continuous deep beams are rare. This paper evaluates the strut-and-tie model specified by ACI 318-05 and mechanism analysis of the plasticity theory in predicting the load capacity of 75 reinforced concrete continuous deep beams tested in the literature. The influence of such main parameters as compressive strength of concrete, shear span-to-overall depth ratio, main longitudinal bottom r

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7

Yang, Keun-Hyeok, and Ashraf F. Ashour. "Aggregate interlock in lightweight concrete continuous deep beams." 2010. http://hdl.handle.net/10454/7562.

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yes<br>There are very few, if any, available experimental investigations on aggregate interlock capacity along diagonal cracks in lightweight concrete deep beams. As a result, the shear design provisions including the modification factor of ACI 318-08 and EC 2 for lightweight concrete continuous deep beams are generally developed and validated using normal weight simple deep beam specimens. This paper presents the testing of 12 continuous beams made of all-lightweight, sand-lightweight and normal weight concrete having maximum aggregate sizes of 4, 8, 13 and 19 mm. The load capacities of beams

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8

Yang, Keun-Hyeok, and Ashraf F. Ashour. "Influence of section depth on the structural behaviour of reinforced concrete continuous deep beams." 2007. http://hdl.handle.net/10454/863.

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Yes<br>Although the depth of reinforced concrete deep beams is much higher than that of slender beams, extensive existing tests on deep beams have focused on simply supported beams with a scaled depth below 600 mm. In the present paper, test results of 12 two-span reinforced concrete deep beams are reported. The main parameters investigated were the beam depth, which is varied from 400 mm to 720 mm, concrete compressive strength and shear span-tooverall depth ratio. All beams had the same longitudinal top and bottom reinforcement and no web reinforcement to assess the effect of changing t

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9

Wu, Chi I., and 吳奇益. "Modeled Two Span Continuous HSC Deep Beams by STM." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/52526886233114595371.

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10

Lin, Yuh-Feng, and 林喻峰. "Behavior of Two-Span Continuous High Strength Concrete Deep Beams." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/39549895208014703282.

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11

Yang, Keun-Hyeok, H.-S. Chung, and Ashraf F. Ashour. "Influence of Shear Reinforcement on Reinforced Concrete Continuous Deep Beams." 2007. http://hdl.handle.net/10454/7770.

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yes<br>Test results of 24 reinforced concrete continuous deep beams are reported. The main variables studied were concrete strength, shear span-to-overall depth ratio (a/h) and the amount and configuration of shear reinforcement. The results of this study show that the load transfer capacity of shear reinforcement was much more prominent in continuous deep beams than in simply supported deep beams. For beams having an a/ h of 0.5, horizontal shear reinforcement was always more effective than vertical shear reinforcement. The ratio of the load capacity measured and that predicted by the strutan

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12

Yang, Keun-Hyeok, and Ashraf F. Ashour. "Effectiveness of Web Reinforcement around Openings in Continuous Concrete Deep Beams." 2008. http://hdl.handle.net/10454/7674.

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yes<br>Twenty two reinforced concrete continuous deep beams with openings and two companion solid deep beams were tested to failure. The main variables investigated were the configuration of web reinforcement around openings, location of openings, and shear span-to-overall depth ratio. The influence of web reinforcement on controlling diagonal crack width and load capacity of continuous deep beams with openings was significantly dependent on the location of openings. The development of diagonal crack width and load capacity of beams having openings within exterior shear spans were insensitive

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13

Yang, Keun-Hyeok, and Ashraf F. Ashour. "Structural Behaviour of Reinforced Concrete Continuous Deep Beams with Web Openings." 2007. http://hdl.handle.net/10454/7692.

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yes<br>Ten reinforced-concrete continuous deep beams with openings were tested to failure. The main variables investigated were the shear span-to-overall depth ratio, and the size and location of openings. Two failure modes influenced by the size and location of web openings regardless of the shear span-to-overall depth ratio were observed. The normalised load capacity of beams having a web opening area ratio of 0·025 within exterior shear spans was approximately similar to that of their companion solid beams. Continuous deep beams having web openings within interior shear spans exhibited a hi

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14

Yang, K. H., and Ashraf F. Ashour. "Structural behaviour of reinforced concrete continuous deep beams with web openings." 2007. http://hdl.handle.net/10454/862.

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Ten reinforced-concrete continuous deep beams with openings were tested to failure. The main variables investigated were the shear span-to-overall depth ratio, and the size and location of openings. Two failure modes influenced by the size and location of web openings regardless of the shear span-to-overall depth ratio were observed. The normalised load capacity of beams having a web opening area ratio of 0.025 within exterior shear spans was approximately similar to that of their companion solid beams. Continuous deep beams having web openings within interior shear spans exhibited a higher lo

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15

Shalookh, Othman H. Zinkaah, and Ashraf F. Ashour. "Load capacity predictions of continuous concrete deep beams reinforced with GFRP bars." 2019. http://hdl.handle.net/10454/16858.

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Yes<br>Nine continuous concrete deep beams reinforced with glass fibre reinforced polymer (GFRP) bars were experimentally tested to failure. Three main parameters were investigated, namely, shear span-to-overall depth ratio, web reinforcement and size effect. The experimental results confirmed the impacts of web reinforcement and size effect that were not considered by the strut-and-tie method (STM) of the only code provision, the Canadian S806-12, that addressed such elements. The experimental results were employed to evaluate the applicability of the methods suggested by the American, Europe

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16

Khatab, Mahmoud A. T., and Ashraf F. Ashour. "Effectiveness factor of self-compacting concrete in compression for limit analysis of continuous deep beams." 2018. http://hdl.handle.net/10454/15366.

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Yes<br>The current design codes, such as ACI 318-14, EC2 and CSA23.3-04, in addition to previous research investigations suggested different expressions for concrete effectiveness factor for use in limit state design of concrete structures. All these equations are based on different design parameters and proposed for normal concrete deep beams. This research evaluates the use of different effectiveness factor equations in the upper and lower bond analyses of continuously-supported self-compacting concrete (SCC) deep beams. Moreover, a new effectiveness factor expression is suggested to be used

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17

Nguyen, Phu Trong active 21st century. "A study of shear behavior of reinforced concrete deep beams." Thesis, 2013. http://hdl.handle.net/2152/27661.

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Reinforced concrete deep beams are vital structural members serving as load transferring elements. The behavior of reinforced concrete deep beams is complex. Nonlinear distribution of strain and stress must be considered. Prior to 1999, ACI 318 Codes included an empirical design equation for reinforced concrete deep beams. Since 2002, the strut and tie model and nonlinear analysis have been required. However, both methods have disadvantages of complexity or lack of transparency. The objective of this study is to produce a simple, reliable design equation for reinforced concrete deep beams. A n

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18

Khatab, Mahmoud A. T., Ashraf F. Ashour, Therese Sheehan, and Dennis Lam. "Experimental investigation on continuous reinforced SCC deep beams and Comparisons with Code provisions and models." 2016. http://hdl.handle.net/10454/10890.

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Yes<br>The test results on eight two-span deep beams made of self-compacting concrete (SCC) are presented and discussed in this paper. The main parameters investigated were the shear span-to-depth ratio, and the amount and configuration of steel reinforcement. All beams failed due to a major diagonal crack formed between the applied mid-span load and the intermediate support separating the beam into two blocks: the first one rotated around the end support leaving the other block resting on the other two supports. Both concrete compressive strength and web reinforcement had a major effect in co

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19

Perkins, Stephen M. J. "Shear Behaviour of Deep Reinforced Concrete Members Subjected to Uniform Load." Thesis, 2011. http://hdl.handle.net/1807/29598.

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Experiments were conducted to investigate the shear behaviour of large deep beams subjected to uniform load. Six tests were performed on specimens with identical cross sections and reinforcing, but under different loading configurations. Variables included: span, degree of cracking prior to loading, proximity to a disturbed region near a reaction, and type of flexural stress on the loaded face. The findings indicate a specific set of variables resulting in unconservative predictions made using a strut-and-tie model for simply-supported beams subjected to uniform load, confirming and validating

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20

Wu, T. J., and 吳賢杰. "Behavior of Two-Span Continuous Deep Beam." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/58466971469446533738.

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