《橋樑結構有限元分析理論及方法(英文)》可使讀者從原理和問題的本質上認識橋樑結構的受力特性，既掌握紮實的橋樑分析理論，又有現代的計算和分析能力，為更好地從事橋樑研究工作和橋樑設計打下理論基礎。《橋樑結構有限元分析理論及方法(英文)》可作為土木工程專業橋樑方向研究生的教材，也可供從事橋樑科研、設計的工程技術人員參考使用。
基本介紹
- 書名：橋樑結構有限元分析理論及方法
- 作者：劉揚 王達
- 出版日期：2014年8月1日
- 語種：簡體中文, 英語
- ISBN：9787114116018
- 外文名：Theory and Method for Finite Element Analysis of Bridge Structures
- 出版社：人民交通出版社
- 頁數：171頁
- 開本：16
- 品牌：人民交通出版社
內容簡介,圖書目錄,
內容簡介
《橋樑結構有限元分析理論及方法(英文)》由人民交通出版社股份有限公司出版。
圖書目錄
Chapter 1 Introduction
1.1 Overview
1.2 History of FEM
1.3 Engineering Application of FE Method
1.3.1 Linear Elastic FE
1.3.2 Non—linear Elastic FE
1.3.3 Analysis Procedure of FE Method
1.3.4 Engineering Applications of FEM
Chapter 2 FE Analysis for Structural System Composed of Bar
2.1 Local FE Analysis
2.1.1 Tension/Strut Bar Elements
2.1.2 Torsional Bar Elements
2.1.3 General Plane Bar Member Element
2.1.4 Space Bar Member Element
2.1.5 Natures of Space Stiffness Matrix
2.2 Integral Analysis for Structural System Composed of Bar
2.2.1 Matrix for Plane Coordinates Transformation
2. 2.2 Matrix for Space Coordinates Transformation
2.2.3 Integral Analysis of Structural System Composed of Bar
2.3 Load Equivalence
2.3.1 Processing Non—joint Load
2.3.2 Processing Boundary Conditions
Chapter 3 FE Analysis for Beam Structures
3.1 Local Element Analysis
3.1.1 Analysis of Plane Beam Element
3.1.2 Analysis of Space Beam Element
3.2 Structure Analysis
3.3 Load Equivalence
Chapter 4 FE Analysis of Plate Shell Structure
4.1 Elastic Sheet Theory
4.1.1 Basic Assumption
4.1.2 Geometric Equation
4.1.3 Physical Equation
4.2 Triangular Element Displacement Method
4.2.1 Displacement Mode
4.2.2 Element Analysis
4.3 Rectangular Element Displacement Method
4.3.1 Joint Displacement and Joint Force
4.3.2 Displacement Mode
4.3.3 Stress Analysis
4.3.4 Element Stiffness Matrix
4.3.5 Calculation of Equivalent Joint Loads
4.4 Hybrid Method for Triangular Elements
4.4.1 Basic Unknown Quantities
4.4.2 Displacement Mode
4.4.3 Internal Force Mode
4.4.4 Deduction of Sub—matrix Kvw
4.4.5 Deduction of Sub—matrix KvM
4.4.6 Deduction of Sub—matrix K0M
4.4.7 Equivalent Joint Load
4.5 Rectangular Element Hybrid Method
4.5.1 Basic Unknown Quantity
4.5.2 Displacement Mode and Internal Force Mode
4.5.3 Element Matrix
4.5.4 Equivalent Joint Loads
4.6 Edge—curved Flat—plate Bending Element with Consideration of
……
Chapter 5 3D Structure FE Analysis
Chapter 6 Structural Stability Analysis
Chapter 7 Structural Dynamic Analysis
Chapter 8 Introduction to FE Computation Software
References
1.1 Overview
1.2 History of FEM
1.3 Engineering Application of FE Method
1.3.1 Linear Elastic FE
1.3.2 Non—linear Elastic FE
1.3.3 Analysis Procedure of FE Method
1.3.4 Engineering Applications of FEM
Chapter 2 FE Analysis for Structural System Composed of Bar
2.1 Local FE Analysis
2.1.1 Tension/Strut Bar Elements
2.1.2 Torsional Bar Elements
2.1.3 General Plane Bar Member Element
2.1.4 Space Bar Member Element
2.1.5 Natures of Space Stiffness Matrix
2.2 Integral Analysis for Structural System Composed of Bar
2.2.1 Matrix for Plane Coordinates Transformation
2. 2.2 Matrix for Space Coordinates Transformation
2.2.3 Integral Analysis of Structural System Composed of Bar
2.3 Load Equivalence
2.3.1 Processing Non—joint Load
2.3.2 Processing Boundary Conditions
Chapter 3 FE Analysis for Beam Structures
3.1 Local Element Analysis
3.1.1 Analysis of Plane Beam Element
3.1.2 Analysis of Space Beam Element
3.2 Structure Analysis
3.3 Load Equivalence
Chapter 4 FE Analysis of Plate Shell Structure
4.1 Elastic Sheet Theory
4.1.1 Basic Assumption
4.1.2 Geometric Equation
4.1.3 Physical Equation
4.2 Triangular Element Displacement Method
4.2.1 Displacement Mode
4.2.2 Element Analysis
4.3 Rectangular Element Displacement Method
4.3.1 Joint Displacement and Joint Force
4.3.2 Displacement Mode
4.3.3 Stress Analysis
4.3.4 Element Stiffness Matrix
4.3.5 Calculation of Equivalent Joint Loads
4.4 Hybrid Method for Triangular Elements
4.4.1 Basic Unknown Quantities
4.4.2 Displacement Mode
4.4.3 Internal Force Mode
4.4.4 Deduction of Sub—matrix Kvw
4.4.5 Deduction of Sub—matrix KvM
4.4.6 Deduction of Sub—matrix K0M
4.4.7 Equivalent Joint Load
4.5 Rectangular Element Hybrid Method
4.5.1 Basic Unknown Quantity
4.5.2 Displacement Mode and Internal Force Mode
4.5.3 Element Matrix
4.5.4 Equivalent Joint Loads
4.6 Edge—curved Flat—plate Bending Element with Consideration of
……
Chapter 5 3D Structure FE Analysis
Chapter 6 Structural Stability Analysis
Chapter 7 Structural Dynamic Analysis
Chapter 8 Introduction to FE Computation Software
References
