Torsional Analysis of Steel Structural Members Theory and Design（2nd Edition）（钢结构构件的扭转分析—理论与设计）（第二版）
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作 者：陈骥 编著
分类号：
ISBN：9787030463302
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简介
陈骥编*的《钢结构构件的扭转分析--理论与设计》介绍了薄壁开口截面扭转屈曲或弯扭屈曲、畸变屈曲、扭转塑性破坏，即均匀扭转塑性破坏和翘曲扭转塑性破坏的理论分析、试验研究和设计问题，包括均匀受扭、约束受扭、沙堆比拟方法和翘曲扭转诸多试验研究和设计问题。 本书给出了两端简支焊接工形截面，轴心受压柱的扭转屈曲荷载和轴心受压冷弯开口加劲卷边槽钢构件的弹性畸变屈曲荷载的计算实例，并按照澳大利亚冷弯薄壁规范AS／NZS 4600—2005 2nd Ed．确定弹性畸变屈曲荷载的计算实例。 本书可作为高等院校土建类和力学类专业的研究生教材，也可供相关领域的工程技术人员和科研人员学习和参考。
目录
PREFACE
FOREWORD (2nd Edition)
FOREWORD
SOME SYMBOLS USED IN TEXTBOOK
CHAPTER 1 HISTORY OF TORSION OF STEEL STRUCFURAL MEMBERS
References
CHAPTER 2 INTRODUCFION
2.1 Introduction
2.2 Linear Elastic Torsional Behavior of Steel I-Section Members
2.3 First yield Condition of Steel Structural Member in Torsion
2.4 Plastic Collapse Analysis of I-Section Torsion
2.5 Uniform-Torsion Plastic Collapse
2.6 Warping Torsion Plastic Collapse
References
CHAPTER 3 LINEAR ELASTIC TORSIONAL BEHAVIOR
References
CHAPTER 4 ELASTIC TORSIONAL AND FLEXURAL-TORSIONAL BUCKLING
OF AXIAL COMPRESSION MEMBERS
4.1 Elastic Torsional Buckling of Centrally Compressed Members
4.2 Effect of Residual Stress Distribution on Elastic Torsional
Buckling Load
4.3 Effect of End Boundary Conditions on Torsional Buckling Load
4.4 Elastic Flexural-torsional Buckling of Axial Compression Members
Problem
References
CHAPTER 5 ELASTIC DISTORTIONAL BUCKLING OF AXIAL COMPRESSION
MEMBERS
5.1 Elastic Section Distortional Buckling Stress
5.2 Equilibrium Method to Determine Elastic Distortional Buckling Load
5.3 To Determine Elastic Distortional Buckling Stresses and Loads
According to Schafer, B.W.and Pekoz, T.Handle Method
5.4 To Determine Elastic Distortional Buckling Stresses and Loads
According to AS/NZS 4600--20052ndEd.
Problem
References
CHAPTER 6 DISTORTIONAL BUCKLING OF STEEL BI-SYMMETRIC
I-SECTION BEAMS UNDER IN-PLANE UNIFORM BENDING
6.1 Theoretical Analysis on Distortional Buckling of Bisymmetric
I-section Beams
6.2 Theoretical Analysis on Distortional Buckling of Monosymmetric
I-section Beams
References
CHAPTER 7 DISTORTIONAL BUCKLING OF STEEL BI-SYMMETRIC
I-SFCTION BEAM-COLUMNS
Distortional Buckling of Steel Bi-symmetric I-section Beam-columns
References
CHAPTER 8 I-SECTION BEAMS AND BEAM-COLUMNS UNDER BENDING
AND TORSION
8.1 Governing Differential Equations of Biaxial Bending Beam with
Torsion
8.2 Two Methods to Check Stability for Biaxial Bending Beam with
Torsion
Problem
References
CHAPTER 9 ELASTIC TORSIONAL BEHAVIOR
References
CHAPTER 10 FIRSt YIELD CONDITION OF STEEL STRUCTURAL MEMBER
UNDER TORSON
Linear Elastic Torsional Behavior
References
CHAPTER 11 INELASTIC TORSIONAL BEHAVIOR
11.1 Inelastic Torsional Behavior of Lsection Beam
11.2 Plastic-Collapse Analysis of Torsion
11.3 Uniform-Torsion Plastic Collapse
11.4 Conclusions
References
ANSWERS TO SOME SELECTED PROBLEMS
FOREWORD (2nd Edition)
FOREWORD
SOME SYMBOLS USED IN TEXTBOOK
CHAPTER 1 HISTORY OF TORSION OF STEEL STRUCFURAL MEMBERS
References
CHAPTER 2 INTRODUCFION
2.1 Introduction
2.2 Linear Elastic Torsional Behavior of Steel I-Section Members
2.3 First yield Condition of Steel Structural Member in Torsion
2.4 Plastic Collapse Analysis of I-Section Torsion
2.5 Uniform-Torsion Plastic Collapse
2.6 Warping Torsion Plastic Collapse
References
CHAPTER 3 LINEAR ELASTIC TORSIONAL BEHAVIOR
References
CHAPTER 4 ELASTIC TORSIONAL AND FLEXURAL-TORSIONAL BUCKLING
OF AXIAL COMPRESSION MEMBERS
4.1 Elastic Torsional Buckling of Centrally Compressed Members
4.2 Effect of Residual Stress Distribution on Elastic Torsional
Buckling Load
4.3 Effect of End Boundary Conditions on Torsional Buckling Load
4.4 Elastic Flexural-torsional Buckling of Axial Compression Members
Problem
References
CHAPTER 5 ELASTIC DISTORTIONAL BUCKLING OF AXIAL COMPRESSION
MEMBERS
5.1 Elastic Section Distortional Buckling Stress
5.2 Equilibrium Method to Determine Elastic Distortional Buckling Load
5.3 To Determine Elastic Distortional Buckling Stresses and Loads
According to Schafer, B.W.and Pekoz, T.Handle Method
5.4 To Determine Elastic Distortional Buckling Stresses and Loads
According to AS/NZS 4600--20052ndEd.
Problem
References
CHAPTER 6 DISTORTIONAL BUCKLING OF STEEL BI-SYMMETRIC
I-SECTION BEAMS UNDER IN-PLANE UNIFORM BENDING
6.1 Theoretical Analysis on Distortional Buckling of Bisymmetric
I-section Beams
6.2 Theoretical Analysis on Distortional Buckling of Monosymmetric
I-section Beams
References
CHAPTER 7 DISTORTIONAL BUCKLING OF STEEL BI-SYMMETRIC
I-SFCTION BEAM-COLUMNS
Distortional Buckling of Steel Bi-symmetric I-section Beam-columns
References
CHAPTER 8 I-SECTION BEAMS AND BEAM-COLUMNS UNDER BENDING
AND TORSION
8.1 Governing Differential Equations of Biaxial Bending Beam with
Torsion
8.2 Two Methods to Check Stability for Biaxial Bending Beam with
Torsion
Problem
References
CHAPTER 9 ELASTIC TORSIONAL BEHAVIOR
References
CHAPTER 10 FIRSt YIELD CONDITION OF STEEL STRUCTURAL MEMBER
UNDER TORSON
Linear Elastic Torsional Behavior
References
CHAPTER 11 INELASTIC TORSIONAL BEHAVIOR
11.1 Inelastic Torsional Behavior of Lsection Beam
11.2 Plastic-Collapse Analysis of Torsion
11.3 Uniform-Torsion Plastic Collapse
11.4 Conclusions
References
ANSWERS TO SOME SELECTED PROBLEMS
Torsional Analysis of Steel Structural Members Theory and Design（2nd Edition）（钢结构构件的扭转分析—理论与设计）（第二版）
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