Download or read book Ultimate Strength and Design of Reinforced Concrete Beams in Torsion and Bending R sistance et dimensionnement des poutres en b ton arm soumises la torsion et la flexion Bruchwiderstand und Bemessung von Stahlbetonbalken unter Torsion und Biegung written by P. Lampert and published by Birkhäuser. This book was released on 2013-11-11 with total page 27 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Ultimate Strength and Design of Reinforced Concrete Beams in Torsion and Bending Resistance Et Dimensionnement Des Poutres en Beton Arme Soumises a la Torsion Et a la Flexion Bruchwiderstand und Bemessung Von Stahlbetonbalken Unter Torsion und Biegung written by P. Lampert and published by . This book was released on 2014-09-01 with total page 28 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear R sistance et dimensionnement des poutres en b ton arm soumises la flexion et 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:
Download or read book The Strength of Reinforced Concrete Beams in Torsion Bending and Shear written by Arthur Stanley Hall and published by . This book was released on 1970 with total page 210 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Design of Concrete Beams for Torsion written by David Anthony Fanella and published by . This book was released on 1997 with total page 108 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Ultimate Strength of Curved Reinforced Concrete Beams in Torsion and Shear written by Robert Michael Sloan and published by . This book was released on 1971 with total page 286 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Ultimate Strength of Non transversely Reinforced Concrete Beams in Combined Bending Torsion and Shear written by Donald Gregory Mills and published by . This book was released on 1965 with total page 180 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book The Ultimate Load Design of Continuous Concrete Beams written by Derrick Beckett and published by Springer. This book was released on 1967 with total page 136 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Bending and Torsion in Reinforced Concrete Beams Using High Strength Steel written by Alan Maddison Nesbitt and published by . This book was released on 1967 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Steel Fibre Reinforced Concrete Beams Subjected to Bending Pure Torsion and Combined Bending and Torsion written by Kevin R Green and published by . This book was released on 1979 with total page 594 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Strength of Reinforced Concrete Beams with Web Reinforcement in Combined Torsion Shear and Bending written by D. L. Osburn and published by . This book was released on 1968 with total page 48 pages. Available in PDF, EPUB and Kindle. Book excerpt:
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:
Download or read book Reinforced Concrete Beams Loaded in Combined Torsion Bending and Shear written by Lennart Elfgren and published by . This book was released on 1971 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Ultimate strength of prestressed concrete beams in combined bending torsion written by Mohamed Gamal Abdel-Aziz Khalil and published by . This book was released on 1967 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book The Design of Rectangular Reinforced Concrete Beams Subjected to Combined Torsion Bending and Shear written by Michael P. Collins and published by . This book was released on 1966 with total page 33 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Reinforced Concrete Beams Columns and Frames written by Charles Casandjian and published by Wiley-ISTE. This book was released on 2013-03-04 with total page 320 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.
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.
