Reinforced Concrete Beams, Columns and Frames

Reinforced Concrete Beams, Columns and Frames

Author(s): Charles Casandjian, Noël Challamel, Christophe Lanos, Jostein Hellesland

Published Online: 12 FEB 2013

Print ISBN: 9781848214828

Online ISBN: 9781118639511

DOI: 10.1002/9781118639511

About this Book

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.

Table of contents

    1. You have free access to this content
    2. Chapter 1

      Design at Serviceability Limit State (SLS) (pages 1–68)

      Charles Casandjian, Noël Challamel, Christophe Lanos and Jostein Hellesland

    3. Chapter 2

      Verification at Serviceability Limit State (SLS) (pages 69–122)

      Charles Casandjian, Noël Challamel, Christophe Lanos and Jostein Hellesland

    4. Chapter 3

      Concepts for the Design at Ultimate Limit State (ULS) (pages 123–192)

      Charles Casandjian, Noël Challamel, Christophe Lanos and Jostein Hellesland

    5. Chapter 4

      Bending-Curvature at Ultimate Limit State (ULS) (pages 193–266)

      Charles Casandjian, Noël Challamel, Christophe Lanos and Jostein Hellesland

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