Experiment and Calculation of Reinforced Concrete at Elevated Temperatures 1st Edition by Zhenhai Guo, Xudong Shi ISBN 0123869625 9780123869623

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ISBN 10: 0123869625 
ISBN 13: 9780123869623
Author: Zhenhai Guo, Xudong Shi

Concrete as a construction material goes through both physical and chemical changes under extreme elevated temperatures. As one of the most widely used building materials, it is important that both engineers and architects are able to understand and predict its behavior in under extreme heat conditions. Brief and readable, this book provides the tools and techniques to properly analysis the effects of high temperature of reinforced concrete which will lead to more stable, safer structures.

Based on years of the author’s research, Reinforced Concrete at Elevated Temperatures four part treatment starts with an unambiguous and thorough exposition of the mechanical behaviors of materials at elevated temperature followed by a discussion of Temperature field of member sections, Mechanical behaviors of members and structures at elevated temperature, ending with Theoretical analysis and practical calculation methods. The book provides unique insight into:

Coupling thermal-mechanical constitutive relation of concrete
Exceptional analyses of beams and columns of rectangular section with three surfaces and two adjacent surfaces exposing to high temperature
Measurement and analysis of redistribution of internal forces of statically indeterminate structure during heating-loading process
Finite element analysis and calculation charts for two-dimensional temperature field of structural members
Finite element analysis and simplified calculation method for reinforced concrete structure at elevated temperature
With this book, engineers and architects can effectively analyze the effect of high temperature on concrete and materials which will lead to better designs of fire resistant and damage evaluation and treatment after fire.

Tools and techniques for analyzing the effects of high temperature on concrete and reinforcement materials.
Measurement and analysis of redistribution of internal forces of statically indeterminate structure during the heating-loading process.
Finite element analysis and calculation charts for two-dimensional temperature field of structural members.
Finite element analysis and simplified calculation method for reinforced concrete structure at elevated temperature.

Experiment and Calculation of Reinforced Concrete at Elevated Temperatures 1st Table of contents:

0.1 Thermal Problems In Structural Engineering

0.2 Harmfulness and Resolution of Structure After Fire

0.3 Behavior Characteristics of Reinforced Concrete Structures at Elevated Temperature

• References

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Part I – Mechanical Behavior of Materials at Elevated Temperatures

Chapter 1 – Strength of Concrete at Elevated Temperatures

• 1.1 Testing Method and Device

• 1.2 Compressive Strength at Elevated Temperatures

• 1.3 Tensile Strength at Elevated Temperatures

• Conclusions

• References

Chapter 2 – Deformation of Concrete at Elevated Temperature

• 2.1 Deformation During Heating and Cooling

• 2.2 Compressive Deformation and the Stress–Strain Curve at Elevated Temperature

• 2.3 Stress–Strain Curves Under Repeated Loading

• 2.4 Short Time Creep at Elevated Temperature

• Conclusions

• References

Chapter 3 – Temperature–Stress Paths and Coupling Constitutive Relation of Concrete

• 3.1 Temperature–Stress Paths and Deformation Components

• 3.2 Compressive Strength of Concrete Under Different Temperature–Stress Paths

• 3.3 Thermal Strain Under Stress and Transient Thermal Strain

• 3.4 Coupling Temperature–Stress Constitutive Relation

• Conclusions

• References

Chapter 4 – Mechanical Behavior and Constitutive Relation of Reinforcement at Elevated Temperatures

• 4.1 Testing Method and Device

• 4.2 Tensile Strength at Elevated Temperature

• 4.3 Tensile Strain and Stress–Strain Curve at Elevated Temperature

• 4.4 Thermal Strain Under Stress

• Conclusions

• References

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Part II – Temperature Field on a Cross Section of a Structural Member

Chapter 5 – Temperature–Time Curve of Fire and the Equation of Heat Conduction

• 5.1 Temperature–Time Curve of Fire

• 5.2 Thermal Behavior of Materials

• 5.3 Equation of Heat Conduction

• Conclusions

• References

Chapter 6 – Theoretical Analysis of the Temperature Field

• 6.1 Difference Analysis

• 6.2 Combined Finite Element and Difference Analysis

• 6.3 Computing Program and an Experimental Demonstration

• Conclusions

• References

Chapter 7 – Calculation Charts for a Temperature Field on a Cross Section

• 7.1 Basic Assumptions and Application Conditions

• 7.2 Slabs with One Surface Exposed to Fire

• 7.3 Beams and Columns with Three Surfaces Exposed to Fire

• 7.4 Square Columns with Four Surfaces Exposed to Fire

• 7.5 Square Columns with Two Adjacent Surfaces Exposed to Fire

• Conclusions

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Part III – Mechanical Behavior of Members and Structures at Elevated Temperatures

Chapter 8 – Behavior of Flexural Members at Elevated Temperatures

• 8.1 Testing Method and Device for Structural Members

• 8.2 Mechanical Behavior at Elevated Temperature

• 8.3 Mechanical Behavior Under Different Heating–Loading Conditions

• Conclusions

• References

Chapter 9 – Behavior of Compressive Members at Elevated Temperatures

• 9.1 Central Compressive Column with Three Surfaces Exposed to High Temperature

• 9.2 Eccentric Compressive Columns with Three Surfaces Exposed to High Temperature

• 9.3 Eccentric Compressive Columns with Three Surfaces Exposed to High Temperature Under Different Conditions

• 9.4 Eccentric Compressive Column with Two Adjacent Surfaces Exposed to High Temperature

• Conclusions

• References

Chapter 10 – Behavior of Statically Indeterminate Structures at Elevated Temperatures

• 10.1 Investigation of Content and Testing Methods

• 10.2 Behavior of a Continuous Beam at Elevated Temperatures

• 10.3 Behavior of Frames at Elevated Temperatures

• Conclusions

• References

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Part IV – Theoretical Analysis and Practical Calculation Method

Chapter 11 – General Mechanical Characteristics of Inhomogeneous Sections

• 11.1 Structural Members of Inhomogeneous Sections in Engineering Practice

• 11.2 Mechanical Character Points on a Section

• 11.3 Analytical Solution of Linear Elastic Material

• Conclusions

• References

Chapter 12 – Finite Element Analysis of the Loading History for Structures

• 12.1 Basic Assumptions and Constitutive Relations of Materials

• 12.2 Incremental Format of the Constitutive Relation of a Section

• 12.3 Finite Element Analysis of a Structure

• 12.4 Comparison between the Theoretical Calculations and the Experimental Data

• Conclusions

• References

Chapter 13 – Practical Calculation Methods for the Ultimate Strength of Members and Structures at Elevated Temperatures

• 13.1 Basic Assumptions and Determination of Equivalent Section

• 13.2 Central Compressive Members with Periphery Exposed to High Temperature

• 13.3 Flexural Members

• 13.4 Eccentric Compressive Members

• 13.5 Statically Indeterminate Structures

• Conclusions

• References

Chapter 14 – Fire Resistance Analysis and Damage Grade Evaluation of a Structure

• 14.1 Problems of Fire Resistance Analysis in Structural Engineering

• 14.2 Evaluation of the Fire Damage Grade of a Structural Member

• 14.3 Practical Example of Fire Resistance Analysis and Damage Grade Evaluation

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Tags: Zhenhai Guo, Xudong Shi, Calculation, Elevated Temperatures