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Book Behaviour of Continuous Reinforced Concrete Deep Beams

Download or read book Behaviour of Continuous Reinforced Concrete Deep Beams written by H. M. Anis and published by . This book was released on 1978 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Reinforced Concrete Deep Beams

Download or read book Reinforced Concrete Deep Beams written by F K Kong and published by CRC Press. This book was released on 1991-05-01 with total page 305 pages. Available in PDF, EPUB and Kindle. Book excerpt: The contents of this book have been chosen with the following main aims: to review the present coverage of the major design codes and the CIRIA guide, and to explain the fundamental behaviour of deep beams; to provide information on design topics which are inadequately covered by the current codes and design manuals; and to give authoritative revie

Book The Behaviour of Reinforced Concrete Continuous Deep Beams

Download or read book The Behaviour of Reinforced Concrete Continuous Deep Beams written by Melvin Asin and published by IOS Press. This book was released on 1999 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Behaviour and Strength of Reinforced Concrete Continuous Deep Beams

Download or read book Behaviour and Strength of Reinforced Concrete Continuous Deep Beams written by Ashraf Fawzy Ashour and published by . This book was released on 1994 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Behaviour of Continuous Concrete Deep Beams Reinforced with GFRP Bars

Download or read book Behaviour of Continuous Concrete Deep Beams Reinforced with GFRP Bars written by Othman Hameed Zinkaah Shalookh and published by . This book was released on 2019 with total page 218 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Behaviour of GFRP RC Continuous Deep Beams Without Web Reinforcement

Download or read book Behaviour of GFRP RC Continuous Deep Beams Without Web Reinforcement written by Ahmed Mohamed and published by . This book was released on 2019 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Steel-reinforced concrete (RC) deep beams are one of the major components in the superstructure of bridges, they are used for load distribution as transfer girders or bent caps and pile caps, because of their capability to sustain higher loads compared to slender beams. In North America, such elements are exposed to harsh weather, which makes them more susceptible to corrosion problems. Thus, this study aims at investigating the feasibility and performance of using the non-corrodible glass fiber-reinforced polymers (GFRPs) in reinforcing concrete deep beams. The GFRP material is known for its relatively low modulus of elasticity, with respect to steel, and its linear elastic stress-strain relationship up to failure. Also, GFRP bars have different surface and bond characteristics than those of steel, which require a longer development length. These different properties affect the behaviour of GFRP-RC structures. The effects on simply-supported beams and slabs have been studied extensively, while, the behaviour of GFRP-RC continuous deep beams has not been studied yet. In this study, twelve large-scale RC deep beam specimens were constructed and tested to failure; three simply-supported and nine continuous over two equal spans. All specimens were reinforced with GFRP headed-end bars. The test variables were the shear span-to-depth ratio, which included 1.0, 1.5, and 2.0; and the top longitudinal reinforcement ratio in continuous beams which included 1.2, 1.0, and 0.8%. The cross-sectional dimensions for all specimens were 590-mm deep × 250-mm wide. The overall length of the simply-supported specimens was 2,100, 2,600 and 3,100 mm while it was 3,500, 4,500, and 5,500 mm for the continuous beams. The test specimens were divided into four series. One series included the three simply-supported specimens, while the nine continuous specimens were divided into three series. The test results were presented in terms of ultimate strength, cracking, deflection and strains in reinforcement. In addition, the test results were compared to the predicted values by the Canadian standards CSA/S806-12 (CSA 2012) and CSA/A23.3-14 (CSA 2014), and the American Code ACI 318-14 (ACI 2014). The test results confirmed the formation of the Strut-and Tie-Model (STM). In addition, it was observed that increasing the shear span-to-depth ratio and increasing the top longitudinal reinforcement ratio led to a significant decrease in the load carrying capacity of the beam.

Book Ultimate Behaviour of Continuous Deep Reinforced Concrete Beams

Download or read book Ultimate Behaviour of Continuous Deep Reinforced Concrete Beams written by James Grierson MacGregor and published by Edmonton, Alta. : Department of Civil Engineering. This book was released on 1985 with total page 90 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book A Study of Shear Behavior of Reinforced Concrete Deep Beams

Download or read book A Study of Shear Behavior of Reinforced Concrete Deep Beams written by Phu Trong Nguyen and published by . This book was released on 2013 with total page 500 pages. Available in PDF, EPUB and Kindle. Book excerpt: 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 nonlinear finite element program, ATENA, was used for analyzing and predicting the behavior of concrete and reinforced concrete structures. First, applicability of ATENA was verified by developing the computer models of simply supported and two span continuous deep beams based on Birrcher's tests of simply supported deep beams. Tests by Rogowsky and Macgregor and by Ashour are the basis for the models of continuous two span deep beams. Those tests were selected because the researchers reported adequate details of the experimental program and on specimen behavior. Then a series of simply supported and two span continuous deep beam models were developed based on the details and geometry of Birrcher's beams. The computer models were used to investigate the following parameters: the compressive strength of concrete, shear span to depth ratios, longitudinal reinforcement ratios, web reinforcement, effect of member depth, and loading conditions. Finally, a proposed design equation for shear strength of reinforced concrete deep beams was derived based on the observed the behavior of reinforced concrete deep beam tests, the results of the analytical study, and a plastic truss model. The proposed equations were in good agreement with test values and provide an alternate approach to current design procedures for deep beams.

Book The Structural Behaviour of Reinforced Concrete Deep Beams

Download or read book The Structural Behaviour of Reinforced Concrete Deep Beams written by Stephen J. Foster and published by . This book was released on 1992 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Building Code Requirements for Structural Concrete  ACI 318 08  and Commentary

Download or read book Building Code Requirements for Structural Concrete ACI 318 08 and Commentary written by ACI Committee 318 and published by American Concrete Institute. This book was released on 2008 with total page 471 pages. Available in PDF, EPUB and Kindle. Book excerpt: The quality and testing of materials used in construction are covered by reference to the appropriate ASTM standard specifications. Welding of reinforcement is covered by reference to the appropriate AWS standard. Uses of the Code include adoption by reference in general building codes, and earlier editions have been widely used in this manner. The Code is written in a format that allows such reference without change to its language. Therefore, background details or suggestions for carrying out the requirements or intent of the Code portion cannot be included. The Commentary is provided for this purpose. Some of the considerations of the committee in developing the Code portion are discussed within the Commentary, with emphasis given to the explanation of new or revised provisions. Much of the research data referenced in preparing the Code is cited for the user desiring to study individual questions in greater detail. Other documents that provide suggestions for carrying out the requirements of the Code are also cited.

Book Concrete Beams with Openings

Download or read book Concrete Beams with Openings written by M. A. Mansur and published by CRC Press. This book was released on 1999-01-29 with total page 240 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book compiles state-of-the-art information on the behavior, analysis, and design of concrete beams containing transverse openings. Discussions include the need, effects, and classification of openings as well as the general requirements for fulfilling design pure bending, combined bending, and shear - illustrated with numerical examples torsion alone or in combination with bending and shear large rectangular openings as well as opening size and location on beam behavior methods for analyzing ultimate strength and serviceability requirements effects of torsion in beams large openings in continuous beams and their effects on possible redistribution of internal forces as well as guidelines and procedures for the design of such beams effect of prestressing on the serviceability and strength of beams with web openings design against cracking at openings and ultimate loads Concrete Beams with Openings serves as an invaluable source of information for designers and practicing engineers, especially useful since little or no provision or guidelines are currently available in most building codes.

Book Behaviour of Reinforced Concrete Deep Beams

Download or read book Behaviour of Reinforced Concrete Deep Beams written by Jeremy Robert Green and published by . This book was released on 1985* with total page 160 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Behaviour of Reinforced Concrete Deep Beams

Download or read book Behaviour of Reinforced Concrete Deep Beams written by Nobuo Kubota and published by . This book was released on 1984 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Static and Dynamic Shear Behavior of Uniformly Loaded Reinforced Concrete Deep Beams

Download or read book Static and Dynamic Shear Behavior of Uniformly Loaded Reinforced Concrete Deep Beams written by Robert A. Crist and published by . This book was released on 1971 with total page 560 pages. Available in PDF, EPUB and Kindle. Book excerpt: Behavioral equations were developed for reinforced concrete deep beams, especially in the realm of shear capacity. A series of static and dynamic beam tests was performed to aid in the development of this objective. Static shear behavior equations for deep beams were derived on the lower boundary of reinforced concrete deep beam data represented by research from this report and other research comprising 73 tests. Equations for a total static shear capacity are given which conservatively predict shear capacities of the beam tests considered. (Author).