Influence Of Shear And Band On Rotational Capacity Of Reinforced Concrete Beams
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Influence Of Shear And Band On Rotational Capacity Of Reinforced Concrete Beams
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Author : Hugo Bachmann
language : en
Publisher: Springer
Release Date : 2013-12-14
Influence Of Shear And Band On Rotational Capacity Of Reinforced Concrete Beams written by Hugo Bachmann and has been published by Springer this book supported file pdf, txt, epub, kindle and other format this book has been release on 2013-12-14 with Technology & Engineering categories.
The Influence Of Shear On The Rotation Capacity Of Reinforced Concrete Beams
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Author : W. B. Cranston
language : en
Publisher:
Release Date : 1970
The Influence Of Shear On The Rotation Capacity Of Reinforced Concrete Beams written by W. B. Cranston and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1970 with Columns, Concrete categories.
Effect Of Repeated Loads On The Rotation Capacity Of Reinforced Concrete Beams
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Author : Walter Manuel Ruiz
language : en
Publisher:
Release Date : 1968
Effect Of Repeated Loads On The Rotation Capacity Of Reinforced Concrete Beams written by Walter Manuel Ruiz and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1968 with Reinforced concrete categories.
Shear Tests Of Reinforced Concrete Beams
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Author : Willis Appleford Slater
language : en
Publisher:
Release Date : 1926
Shear Tests Of Reinforced Concrete Beams written by Willis Appleford Slater and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1926 with Concrete beams categories.
Effects Of Shear Reinforcement On The Large Deflection Behavior Of Reinforced Concrete Slabs
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Author : Stanley Clyde Woodson
language : en
Publisher:
Release Date : 1993
Effects Of Shear Reinforcement On The Large Deflection Behavior Of Reinforced Concrete Slabs written by Stanley Clyde Woodson and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1993 with Building, Bombproof categories.
Minimum Reinforcement In Concrete Members
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Author : A. Carpinteri
language : en
Publisher: Elsevier
Release Date : 1999-04-22
Minimum Reinforcement In Concrete Members written by A. Carpinteri and has been published by Elsevier this book supported file pdf, txt, epub, kindle and other format this book has been release on 1999-04-22 with Technology & Engineering categories.
The ESIS-Technical Committee 9 on Concrete was established in 1990 and has met seven times. A proposal was put to European and extra-European laboratories entitled "Scale effects and transitional failure phenomena of reinforced concrete beams in flexure" which lead to several positive responses. The central topic discussed by the committee was that of the minimum reinforcement in concrete members. The minimum amount of reinforcement is defined as that for which "peak load at first concrete cracking" and "ultimate load after steel yielding" are equal. In this way, any brittle behaviour is avoided as well as any localized failure, if the member is not over-reinforced. In other words, there is a reinforcement percentage range, depending on the size-scale, within which the plastic limit analysis may be applied with its static and kinematic theorems. Carpinteri, Ferro, Bosco and El-Katieb propose a LEFM model, according to which reinforcement reactions are applied directly on the crack surfaces and a compatibility condition is locally imposed on the crack opening displacement in correspondence with the reinforcement. The theoretical model is found to provide a satisfactory estimate of the minimum percentage of reinforcement that depends on the scale and enables the element in flexure to prevent brittle failure.
Reinforced Concrete Beams Columns And Frames
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Author : Jostein Hellesland
language : en
Publisher: John Wiley & Sons
Release Date : 2013-02-13
Reinforced Concrete Beams Columns And Frames written by Jostein Hellesland and has been published by John Wiley & Sons this book supported file pdf, txt, epub, kindle and other format this book has been release on 2013-02-13 with Science categories.
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). A previous book, entitled 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), whereas the current book 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. Advanced Design at Ultimate Limit State (ULS). 2. Slender Compression Members – Mechanics and Design. 3. Approximate Analysis Methods. Appendix 1. Cardano’s Method. Appendix 2. Steel Reinforcement Table. About the Authors 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. 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). 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. 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.
Computational Modelling Of Concrete Structures
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Author : Günther Meschke
language : en
Publisher: CRC Press
Release Date : 2018-01-31
Computational Modelling Of Concrete Structures written by Günther Meschke and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2018-01-31 with Technology & Engineering categories.
The EURO-C conference series (Split 1984, Zell am See 1990, Innsbruck 1994, Badgastein 1998, St. Johann im Pongau 2003, Mayrhofen 2006, Schladming 2010, St. Anton am Arlberg 2014, and Bad Hofgastein 2018) brings together researchers and practising engineers concerned with theoretical, algorithmic and validation aspects associated with computational simulations of concrete and concrete structures. Computational Modelling of Concrete Structures reviews and discusses research advancements and the applicability and robustness of methods and models for reliable analysis of complex concrete, reinforced concrete and pre-stressed concrete structures in engineering practice. The contributions cover both computational mechanics and computational modelling aspects of the analysis and design of concrete and concrete structures: Multi-scale cement and concrete research: experiments and modelling Aging concrete: from very early ages to decades-long durability Advances in material modelling of plain concrete Analysis of reinforced concrete structures Steel-concrete interaction, fibre-reinforced concrete, and masonry Dynamic behaviour: from seismic retrofit to impact simulation Computational Modelling of Concrete Structures is of special interest to academics and researchers in computational concrete mechanics, as well as industry experts in complex nonlinear simulations of concrete structures.
Computational Modelling Of Concrete Structures
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Author : Nenad Bicanic
language : en
Publisher: CRC Press
Release Date : 2014-03-04
Computational Modelling Of Concrete Structures written by Nenad Bicanic and has been published by CRC Press this book supported file pdf, txt, epub, kindle and other format this book has been release on 2014-03-04 with Technology & Engineering categories.
The EURO-C conference series (Split 1984, Zell am See 1990, Innsbruck 1994, Badgastein 1998, St Johann im Pongau 2003, Mayrhofen 2006, Schladming 2010, St Anton am Alberg 2014) brings together researchers and practising engineers concerned with theoretical, algorithmic and validation aspects associated with computational simulations of concrete and
Brittle Matrix Composites
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Author : Marta Słowik
language : en
Publisher: Elsevier Inc. Chapters
Release Date : 2012-11-12
Brittle Matrix Composites written by Marta Słowik and has been published by Elsevier Inc. Chapters this book supported file pdf, txt, epub, kindle and other format this book has been release on 2012-11-12 with Technology & Engineering categories.
In this paper, recent results of the experimental investigation, which was aimed at disclosing some aspects of shear failure mechanism in concrete beams reinforced longitudinally, are presented. The aim of the test was to investigate the influence of a shear span-to-depth ratio and a beam size on failure mode and shear capacity in the tested beams. It has been found that the shear span-to-depth ratio a/d is an important parameter, which significantly affects the shear failure mechanism in the investigated members. This fact was presented in several scientific papers. However, the second important parameter, which must be taken into account when analysing reinforced concrete beams without stirrups, is the size of the member. The “size effect”, which is described in professional literature as a decrease of shear strength with an increase of the members depth, is not evaluated sufficiently enough. The effective length-to-depth ratio leff/d, which has been identified in this paper, also has a considerable influence on the contributions of the shear resistance mechanism and thus the ultimate shear capacity. In this paper it has been shown that members characterized by the same a/d but different leff/d can fail in a different way.