A. Ghali, R. Favre, M. Elbadry

Concrete Structures

Stresses and Deformations: Analysis and Design for Sustainability, Fourth Edition

• Gebundenes Buch

Produktbeschreibung

This fourth edition emphasises on design for serviceability. It has been comprehensively updated and includes two chapters on the corrosion of reinforcement and its effects and on the analysis and design for fatigue. It also includes 65 solved examples and more than 45 instructive problems with solutions given at the end of the bo

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Produktdetails

• Verlag: Taylor & Francis Ltd
• 4 ed
• Seitenzahl: 672
• Erscheinungstermin: 20. September 2011
• Englisch
• Abmessung: 240mm x 161mm x 40mm
• Gewicht: 1150g
• ISBN-13: 9780415585613
• ISBN-10: 0415585619
• Artikelnr.: 33763292

Autorenporträt

Amin Ghali is Professor Emeritus, Civil Engineering, at the University of Calgary, Canada. He is a Fellow of the Canadian Academy of Engineering, and several other institutions. He practices consulting engineering and is an active member of the American Concrete Institute committees, including ACI 435, Deflection of Concrete Building Structures. Renaud Favre is Emeritus Professor at the Federal Institute of Technology, Lausanne, Switzerland. He was formerly a Member of Council and Vice President of fédération internationale du béton (fib). Mamdouh Elbadry is Professor of Civil Engineering at the University of Calgary, Canada and a Fellow of the Canadian Society for Civil Engineering. He is a structural engineering consultant and serves on several committees of the American Concrete Institute and on the fib task group on serviceability.

Inhaltsangabe

Creep and Shrinkage of Concrete and Relaxation of Steel. Stress and Strain
of Uncracked Sections. Special Cases of Uncracked Sections and Calculation
of Displacements. Time-dependent Internal Forces in Uncracked Structures:
Analysis by the Force Method. Time-dependent Internal Forces in Uncracked
Structures: Analysis by the Displacement Method. Analysis of Time-dependent
Internal Forces with Conventional Computer Programs. Stress and Strain of
Cracked Sections. Displacements of Cracked Members. Simplified Prediction
of Deflections. Effects of Temperature. Control of Cracking. Corrosion of
Steel Reinforcement. Analysis and Design for Fatigue. Design for
Serviceability of Prestressed Concrete. Nonlinear Analysis of Plane Frames.
Serviceability of Members Reinforced with Fibre Reinforced Polymers.
Appendix A: Time functions for Modulus of Elasticity, Creep, Shrinkage and
Aging Coefficient of Concrete. Appendix B: Relaxation Reduction
Coefficient. Appendix C: Elongation, End Rotation and Central Deflection of
a Beam in Terms of the Values of Axial Strain and Curvature at a Number of
Sections. Appendix D: Depth of Compression Zone in a Fully Cracked T
Section. Appendix E: Crack Width and Crack Spacing. Appendix F: Values of
Curvature Coefficients. Appendix G: Description of Computer Programs.

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Creep and Shrinkage of Concrete and Relaxation of Steel. Stress and Strain of Uncracked Sections. Special Cases of Uncracked Sections and Calculation of Displacements. Time-dependent Internal Forces in Uncracked Structures: Analysis by the Force Method. Time-dependent Internal Forces in Uncracked Structures: Analysis by the Displacement Method. Analysis of Time-dependent Internal Forces with Conventional Computer Programs. Stress and Strain of Cracked Sections. Displacements of Cracked Members. Simplified Prediction of Deflections. Effects of Temperature. Control of Cracking. Corrosion of Steel Reinforcement. Analysis and Design for Fatigue. Design for Serviceability of Prestressed Concrete. Nonlinear Analysis of Plane Frames. Serviceability of Members Reinforced with Fibre Reinforced Polymers. Appendix A: Time functions for Modulus of Elasticity, Creep, Shrinkage and Aging Coefficient of Concrete. Appendix B: Relaxation Reduction Coefficient. Appendix C: Elongation, End Rotation and Central Deflection of a Beam in Terms of the Values of Axial Strain and Curvature at a Number of Sections. Appendix D: Depth of Compression Zone in a Fully Cracked T Section. Appendix E: Crack Width and Crack Spacing. Appendix F: Values of Curvature Coefficients. Appendix G: Description of Computer Programs.