Ansys의 full 3D FEM에 의한 사장교 해석 = Analyses of cable-stayed bridges by full 3D FEM using Ansys

목차 (Table of Contents)

• 목차
• 요 약 = 4
• Abstract = 6
• PART 01 서론
• Chapter 01 교량과 Computer Programme의 주요 특징 = 17
• 1-1 교량의 주요 제원 = 17
• 1-2 모델링을 위한 용어 정리 = 19
• 1-3 Software package ANSYS Multiphysics 12 = 20
• PART 02 BRIDGE에 대한 FINITE ELEMENT MODELLING
• Chapter 01 Bridge Component에 대한 Modelling = 27
• 1-1 Concrete Slab Decks = 27
• 1-2 Main Girders = 28
• 1-3 Cross Girders = 31
• 1-4 Cables = 33
• 1-5 Towers = 33
• 1-6 Struts = 35
• 1-7 Bearings = 38
• Chapter 02 Mass Consideration = 39
• 2-1 ANSYS의 Mass parameters = 39
• 2-2 Structural masses = 40
• 2-3 Non-structural masses = 42
• Chapter 03 Bridge Deck의 Finite Element Modelling = 44
• 3-1 Girder의 Finite Element Modelling = 45
• 3-2 Concrete Slab의 Finite Element Modelling = 45
• 3-3 Bridge Deck의 Modelling을 위한 정리 = 45
• Chapter 04 Cable System의 초기 Finite Element Modelling = 49
• Chapter 05 Bridge Tower의 Finite Element Modelling = 52
• PART 03 교량 Deck의 Finite Element Modelling
• Chapter 01 가상의 Rigid Struts = 61
• Chapter 02 Bearings = 62
• Chapter 03 Boundary Conditions = 63
• Chapter 04 Non-structural Components = 64
• Chapter 05 Element Type과 Material Property의 선택 = 65
• Chapter 06 해석과 결과 = 69
• PART 04 FEM Modelling을 위한 Element References
• Chapter 01 SHELL281 : 8-Node Structural Shell = 75
• 1-1 SHELL281 Element Description = 75
• 1-2 SHELL281 Input Data = 76
• 1-3 SHELL281 Input Summary = 82
• 1-4 SHELL281 Output Data = 86
• 1-5 SHELL281 Assumptions and Restrictions = 91
• 1-6 Shape functions = 93
• Chapter 02 BEAM189 : 3-D 3-Node Beam = 95
• 2-1 BEAM189 Element Description = 95
• 2-2 BEAM189 Element Technology and Usage Recommendations = 96
• 2-3 BEAM189 Input Data = 99
• 2-4 BEAM189 Cross-Sections = 100
• 2-5 BEAM189 Loads = 104
• 2-6 BEAM189 Input Summary = 105
• 2-7 BEAM189 Output Data = 109
• 2-8 BEAM189 Assumptions and Restrictions = 116
• 2-9 BEAM189 Product Restrictions = 117
• 2-10 Shape functions = 117
• Chapter 03 BEAM188 : 3-D 2-Node Beam = 121
• 3-1 BEAM188 Element Description = 121
• 3-2 BEAM188 Element Technology and Usage Recommendations = 122
• 3-3 BEAM188 Input Data = 126
• 3-4 BEAM188 Cross-Sections = 128
• 3-5 BEAM188 Loads = 132
• 3-6 BEAM188 Input Summary = 133
• 3-7 BEAM188 Output Data = 137
• 3-8 BEAM188 Assumptions and Restrictions = 144
• 3-9 BEAM188 Product Restrictions = 144
• Chapter 04 LINK8 : 3-D Spar (or Truss) = 145
• 4-1 LINK8 Element Description = 145
• 4-2 LINK8 Input Data = 145
• 4-3 LINK8 Input Summary 146
• 4-4 LINK8 Output Data = 147
• 4-5 LINK8 Assumptions and Restrictions = 150
• 4-6 LINK8 Product Restrictions = 150
• Chapter 05 LINK11 : Linear Actuator = 151
• 5-1 LINK11 Element Description = 151
• 5-2 LINK11 Input Data = 151
• 5-3 LINK11 Input Summary = 152
• 5-4 LINK11 Output Data = 152
• 5-5 LINK11 Assumptions and Restrictions = 154
• 5-6 LINK11 Product Restrictions = 155
• 5-7 Shape functions = 155
• Chapter 06 SHELL93 : 8-Node Structural Shell = 159
• 6-1 SHELL93 Element Description = 159
• 6-2 SHELL93 Input Data = 159
• 6-3 SHELL93 Input Summary = 161
• 6-4 SHELL93 Output Data = 163
• 6-5 SHELL93 Assumptions and Restrictions = 167
• 6-6 SHELL93 Product Restrictions = 168
• Chapter 07 LINK180 : 3-D Spar (or truss) = 169
• 7-1 LINK180 Element Description = 169
• 7-2 LINK180 Input Data = 169
• 7-3 LINK180 Input Summary = 170
• 7-4 LINK180 Output Data = 172
• 7-5 Link180 Assumptions and Restrictions = 174
• 7-6 Shape Functions = 175
• PART 05 Full 3D Finite Element Modelling을 위한 APDL File
• Chapter 01 Finite Element Modelling을 위한 APDL File에 대한 설명 = 179
• 1-1 Full 3D FE Model의 APDL File = 183
• 1-2 Full 3D FE Model의 APDL File Command에 대한 설명 = 213
• Chapter 02 Cable Force 부여 및 조정 작업에 대한 설명 = 325
• 2-1 Cable Force 부여를 위한 APDL File = 325
• 2-2 Cable Force 조정을 위한 APDL File = 329
• PART 06 Sectional Property Calculation
• Chapter 01 Sectional Property Calculation을 위한 Algorithms = 345
• 1-1 Main Girder에 대한 Algorithms = 346
• 1-2 Cross Girder에 대한 Algorithms = 351
• Chapter 02 Bridge Girder의 Sectional Properties = 358
• 2-1 Main Girder에 대한 Sectional Properties = 359
• 2-2 Cross Girder에 대한 Sectional Properties = 368
• 2-3 Connecting Girder에 대한 Sectional Properties = 370
• Chapter 03 Bridge Tower에 대한 Sectional Properties = 372
• 3-1 Ting Kau & Tsing Yi Tower에 대한 Sectional Properties = 372
• 3-2 Main Tower에 대한 Sectional Properties = 380
• Chapter 04 Strut에 대한 Sectional Properties = 382
• PART 07 Model의 Calibration
• Chapter 01 Baseline Scheme의 결정 = 390
• Chapter 02 Modal analysis = 402
• 1-1 Block Lanczos method = 402
• 1-2 ANSYS 의 Block Lanczos = 407
• 1-3 Mode Frequency Analysis = 409
• Chapter 03 Modal analysis을 위한 APDL File = 411
• Chapter 04 Vibration Mode Shapes = 420
• 결론 = 428
• 참고문헌 = 430