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Behavior And Ultimate Strength Of Rectangular Reinforced Concrete Beams In Bending And High Shear
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Book Synopsis Behavior and Ultimate Strength of Rectangular Reinforced Concrete Beams in Bending and High Shear by : Zenon Albert Zielinski
Download or read book Behavior and Ultimate Strength of Rectangular Reinforced Concrete Beams in Bending and High Shear written by Zenon Albert Zielinski and published by . This book was released on 1967 with total page 84 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Behaviour and Ultimate Strength of Rectangular Reinforced Concrete Beams Subjected to Combined Torsion, Bending and Shear by : I. Devonport
Download or read book The Behaviour and Ultimate Strength of Rectangular Reinforced Concrete Beams Subjected to Combined Torsion, Bending and Shear written by I. Devonport and published by . This book was released on 1983 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Ultimate Strength of Reinforced Concrete Beams with Rectangular Opening Under Bending and Shear by : Kiang Hwee Tan
Download or read book Ultimate Strength of Reinforced Concrete Beams with Rectangular Opening Under Bending and Shear written by Kiang Hwee Tan and published by . This book was released on 1982 with total page 326 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et dimensionnement des poutres en béton armé soumises à la flexion et à l’effort tranchant / Bruchwiderstand und Bemessung von Stahlbetonbalken unter Biegung und Schub by : J. Grob
Download or read book Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et dimensionnement des poutres en béton armé soumises à la flexion et à l’effort tranchant / Bruchwiderstand und Bemessung von Stahlbetonbalken unter Biegung und Schub written by J. Grob and published by Birkhäuser. This book was released on 2013-12-14 with total page 16 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Reinforced Concrete Beams, Columns and Frames by : Charles Casandjian
Download or read book Reinforced Concrete Beams, Columns and Frames written by Charles Casandjian and published by John Wiley & Sons. This book was released on 2013-02-05 with total page 226 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book is focused on the theoretical and practical design of reinforced concrete beams, columns and frame structures. It is based on an analytical approach of designing normal reinforced concrete structural elements that are compatible with most international design rules, including for instance the European design rules – Eurocode 2 – for reinforced concrete structures. The book tries to distinguish between what belongs to the structural design philosophy of such structural elements (related to strength of materials arguments) and what belongs to the design rule aspects associated with specific characteristic data (for the material or loading parameters). Reinforced Concrete Beams, Columns and Frames – Mechanics and Design deals with the fundamental aspects of the mechanics and design of reinforced concrete in general, both related to the Serviceability Limit State (SLS) and the Ultimate Limit State (ULS). A second book, entitled Reinforced Concrete Beams, Columns and Frames – Section and Slender Member Analysis, deals with more advanced ULS aspects, along with instability and second-order analysis aspects. Some recent research results including the use of non-local mechanics are also presented. This book is aimed at Masters-level students, engineers, researchers and teachers in the field of reinforced concrete design. Most of the books in this area are very practical or code-oriented, whereas this book is more theoretically based, using rigorous mathematics and mechanics tools. Contents 1. Design at Serviceability Limit State (SLS). 2. Verification at Serviceability Limit State (SLS). 3. Concepts for the Design at Ultimate Limit State (ULS). 4. Bending-Curvature at Ultimate Limit State (ULS). Appendix 1. Cardano’s Method. Appendix 2. Steel Reinforcement Table. About the Authors Charles Casandjian was formerly Associate Professor at INSA (French National Institute of Applied Sciences), Rennes, France and the chairman of the course on reinforced concrete design. He has published work on the mechanics of concrete and is also involved in creating a web experience for teaching reinforced concrete design – BA-CORTEX. Noël Challamel is Professor in Civil Engineering at UBS, University of South Brittany in France and chairman of the EMI-ASCE Stability committee. His contributions mainly concern the dynamics, stability and inelastic behavior of structural components, with special emphasis on Continuum Damage Mechanics (more than 70 publications in International peer-reviewed journals). Christophe Lanos is Professor in Civil Engineering at the University of Rennes 1 in France. He has mainly published work on the mechanics of concrete, as well as other related subjects. He is also involved in creating a web experience for teaching reinforced concrete design – BA-CORTEX. Jostein Hellesland has been Professor of Structural Mechanics at the University of Oslo, Norway since January 1988. His contribution to the field of stability has been recognized and magnified by many high-quality papers in famous international journals such as Engineering Structures, Thin-Walled Structures, Journal of Constructional Steel Research and Journal of Structural Engineering.
Book Synopsis Concrete Beams with Openings by : M. A. Mansur
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 Synopsis Behavior of Reinforced Higher-strength Concrete Beams in Bending and Shear by : Periakaruppan Narayanan
Download or read book Behavior of Reinforced Higher-strength Concrete Beams in Bending and Shear written by Periakaruppan Narayanan and published by . This book was released on 1987 with total page 330 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Torsional Strength of Rectangular Reinforced Concrete Beams Subjected to Combined Loading by : Arthur Edward McMullen
Download or read book The Torsional Strength of Rectangular Reinforced Concrete Beams Subjected to Combined Loading written by Arthur Edward McMullen and published by . This book was released on 1967 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: The primary objective of this investigation was to study the behavior of reinforced concrete beams subjected to combined loading with particular regard to their behavior at failure. The experimental phase of this investigation consisted of testing 34 reinforced concrete beams. Twenty two beams were subjected to various combinations of bending and torsion and twelve were subjected to various combinations of bending, torsion and shear. All beams had a nominal cross section of 6" x 12" and a nominal concrete strength of 5000 psi. Both longitudinal and transverse reinforcement in various combinations was provided in all beams. The testing equipment that was designed and fabricated for this investigation permitted independent application of the twisting and transverse loads. The ratio between the twisting moment and the bending moment could be changed at any time during a test. All beams were tested to failure by applying the load in a series of increments. Each increment consisted of increasing to a predetermined level the transverse load or the twisting load or both, depending on the type of test. In the cases where both types of load were applied in the same increment, the transverse load was applied first. Twenty nine beams were subjected to loads such that for any one test the ratio of twisting moment to bending moment at the end of each increment was a constant. For the other five beams this ratio was different at the end of each increment and four of these beams were subjected to various sequences of load. Based on the observations made in the experimental phase of this investigation three idealized failure surfaces have been presented, two of which were first suggested by Lessig. Equations for the ultimate torsional strength of a beam based on each of the three failure surfaces have been developed and their method of solution has been presented. These equations have also been simplified and an interaction diagram consisting of three straight lines has been presented along with the applicable equations. The correlation between the experimental results of 109 beams and the theoretical results obtained from both the simplified analysis and the more comprehensive analysis has been given. Of these beams, 34 are the beams tested in this investigation and 75 are beams that have been tested by other investigators. The observations and test results indicate that reinforced concrete beams that are subjected to bending, torsion and moderate amounts of transverse shear can fail by three different modes. These modes of failure are characterized by the formation of a hinge adjacent to one face of the beam and yielding of the reinforcement adjacent to the face opposite to the hinge. The modes of failure predicted by the analysis agree with the observed modes of failure.
Book Synopsis The Ultimate Load Design of Continuous Concrete Beams by : Derrick Beckett
Download or read book The Ultimate Load Design of Continuous Concrete Beams written by Derrick Beckett and published by . This book was released on 1968 with total page 136 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Shear Design of Simply Supported Rectangular Reinforced Concrete Beams Using Ultimate Strength Methods by : William Cahill Richardson
Download or read book Shear Design of Simply Supported Rectangular Reinforced Concrete Beams Using Ultimate Strength Methods written by William Cahill Richardson and published by . This book was released on 1961 with total page 194 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of High Strength Reinforced Concrete Beams with Various Reinforcements by : Abdullah Almakrab
Download or read book Behavior of High Strength Reinforced Concrete Beams with Various Reinforcements written by Abdullah Almakrab and published by . This book was released on 2017 with total page 144 pages. Available in PDF, EPUB and Kindle. Book excerpt: The main goal of this study is to investigate the behavior of high strength concrete beams reinforced with various reinforcement under monotonic loading with various shear span-to-depth ratios and to compare the measured load-deflection history with the available prediction equations. In this study, eight high strength concrete (HSC) beams were prepared and cast using a concrete strength of 10 ksi. All beams spanned 7 ft. and were 12 inches deep and 6 inches' wide. Some of beams were reinforced with conventional #5 steel and others were reinforced with carbon fiber (CF) and glass fiber grids. Three beams were reinforced with #3 stirrups at 8 inches spacing and one beam was reinforced with #3 stirrups at 3-inch spacing. The beams were simply supported under monotonic four-point bending load using a servo-valve actuator with a capacity of 75 kips under three shear span-to-depth ratios. The data collected in this study included load-displacement-history at midspan, steel and carbon fiber strains, mode of failure and crack patterns. The experimental results were compared to analytical models from the literature. The models are very commonly used to predict the effective moment of inertia of reinforced concrete beams and consequently predict the deflection at the cracking and at the ultimate loads. The study concluded that the behavior of the HSC beams was dependent on the type of reinforcement and on the shear span-to-depth ratio as well as the availability of transverse reinforcement. The analytical models, predictions of failure ultimate loads and mode of failure were in good agreement with the experimental results. For the HSC beams reinforced with steel bars, Branson's deflection equation highly overestimated the deflection. For beams reinforced with CFRP and GFRP grids, the analytical equations underestimated the deflection at the midspan, which suggests the need to modify the existing deflection equations when HSC is reinforced with carbon fiber grids.
Book Synopsis Behaviour and Ultimate Strength of Reinforced and Prestressed Concrete Rectangular Beams Under Torsion, Bending and Shear by : Vidana Gamage Gunasena Jayawardhana
Download or read book Behaviour and Ultimate Strength of Reinforced and Prestressed Concrete Rectangular Beams Under Torsion, Bending and Shear written by Vidana Gamage Gunasena Jayawardhana and published by . This book was released on 1980 with total page 329 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behaviour of Rectangular Reinforced Concrete Beams Under Shear, Bending, and Torsion by : Sadek Abdul Razzak Owainati
Download or read book Behaviour of Rectangular Reinforced Concrete Beams Under Shear, Bending, and Torsion written by Sadek Abdul Razzak Owainati and published by . This book was released on 1969 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis The Practical Design of Reinforced Concrete Beams and Columns by : Walter Noble Twelvetrees
Download or read book The Practical Design of Reinforced Concrete Beams and Columns written by Walter Noble Twelvetrees and published by . This book was released on 1911 with total page 208 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :Institution of Structural Engineers (Great Britain). Shear Study Group Publisher : ISBN 13 : Total Pages :192 pages Book Rating :4.:/5 (89 download)
Book Synopsis The Shear Strength of Reinforced Concrete Beams by : Institution of Structural Engineers (Great Britain). Shear Study Group
Download or read book The Shear Strength of Reinforced Concrete Beams written by Institution of Structural Engineers (Great Britain). Shear Study Group and published by . This book was released on 1969 with total page 192 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Reinforced Concrete Beams in Bending and Shear by : Oscar Faber
Download or read book Reinforced Concrete Beams in Bending and Shear written by Oscar Faber and published by . This book was released on 1925 with total page 186 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Behavior of Reinforced Concrete Deep Beams Under Static and Dynamic Loading by : Fred W. Beaufait
Download or read book Behavior of Reinforced Concrete Deep Beams Under Static and Dynamic Loading written by Fred W. Beaufait and published by . This book was released on 1967 with total page 74 pages. Available in PDF, EPUB and Kindle. Book excerpt:
