Experiment and Calculation of Reinforced Concrete at Elevated Temperatures - 1st Edition - ISBN: 9780123869623, 9780123869630

Experiment and Calculation of Reinforced Concrete at Elevated Temperatures

1st Edition

Hardcover ISBN: 9780123869623
eBook ISBN: 9780123869630
Imprint: Butterworth-Heinemann
Published Date: 15th June 2011
Page Count: 336
Tax/VAT will be calculated at check-out
149.95
91.00
113.00
Unavailable
Compatible Not compatible
VitalSource PC, Mac, iPhone & iPad Amazon Kindle eReader
ePub & PDF Apple & PC desktop. Mobile devices (Apple & Android) Amazon Kindle eReader
Mobi Amazon Kindle eReader Anything else

Institutional Access


Description

Preface

Introduction

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

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

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

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

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

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

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

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

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

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

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

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

Chapter 13. Practical Calculation Methods for the Ultimate Strength of Members and Structures at Elevated Temperature

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

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

Index

Key Features

  • 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.

Readership

Civil Engineers, Construction Engineers, Builders, Structural Engineers, Earthquake Engineers, and Architects

Table of Contents

Preface

Introduction

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

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

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

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

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

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

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

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

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

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

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

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

Chapter 13. Practical Calculation Methods for the Ultimate Strength of Members and Structures at Elevated Temperature

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

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

Index

Details

No. of pages:
336
Language:
English
Copyright:
© Butterworth-Heinemann 2011
Published:
Imprint:
Butterworth-Heinemann
eBook ISBN:
9780123869630
Hardcover ISBN:
9780123869623