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Organising Committee; Contents; Power Reactor and New Buildings; 1 Analysis and Design of the Common Raft for a Chinese Third-Generation Nuclear Power Plant; Abstract; 1 Introduction; 2 Analysis and Design Process; 2.1 Finite Element Model; 2.1.1 Finite Element Model of Common Raft; 2.1.2 Models of Superstructures; 2.1.3 Finite Element Model of Foundation; 2.2 Stress Analysis and Reinforcement Calculation; 2.2.1 Load and Member Forces; 2.2.2 Reinforcement Calculation and Layout; 3 Stability Evaluation; 3.1 Safety Against Sliding; 3.2 Safety Against Overturning; 4 Conclusions; References.
2 A Fatigue-Crack Propagation Analysis Program and Its ApplicationAbstract; 1 Introduction; 2 Theoretical Models; 2.1 Symbol Table; 2.2 Law of the Fatigue-Crack Propagation; 2.3 FCGR of the Austenite Stainless Steel Within Primary Coolant Environment of PWR Plant; 2.4 FCGR of the Austenite Stainless Steel Within Primary Coolant Environment of BWR Plant; 2.5 FCGR of the Steel in the Air (tss greaterthan 100ss°C); 2.6 Calculation of the Crack-Opening Half Length; 2.7 Calculation of the Variation Range of the Stress Intensity Factor; 2.8 Calculation of the Variation Range of the Stress.
2.9 Calculation of F Function3 Calculation Algorithms; 4 Application Example; 4.1 Initial Dimension of the TWC; 4.2 Stress Amplitudes and Cyclic Number; 4.3 Calculation Results and Analyses; 5 Conclusion and Prospection; References; 3 A Study on the Tensile Properties of Materials at Elevated Temperature in RCC-M; Abstract; 1 Introduction; 2 Technical Basis of Su and Sy in ASME BPVC; 3 Source of Su and Sy in RCC-M; 4 Analysis of the Verification Test at Elevated Temperature in RCC-M; 5 Conclusions; References; 4 Analysis Method of the Temperature for the Heavy Reflector; Abstract.
1 Introduction2 Analysis Method and Calculation Modal; 2.1 Analysis Method; 2.2 Calculation Modal; 2.2.1 Mesh Modal; 2.2.2 Mesh Sensitivity Analysis; 2.3 Boundary and Load Conditions; 2.3.1 Boundary Conditions; 2.3.2 Load; 3 Results Analysis and Evaluation; 3.1 Calculation Results; 3.2 Factors Affecting Temperature Field; 3.2.1 Influence of Loading Method; 3.2.2 Influence of Loading Conditions; 3.2.3 Influence of Material Properties; 3.2.4 Influence of Initial Temperature; 4 Conclusions; References; 5 Analysis on Super-Long Frame Structure of Main Building of Conventional Island; Abstract.
1 Introduction2 A Brief Introduction of Main Building of Conventional Island; 2.1 Main Building of Conventional Island Layout Scheme; 2.2 Material and Main Section; 2.3 Seismic Design Requirements and Natural Conditions; 2.4 Thermal Action; 2.5 Live Load; 3 Contrast Analysis of Structure Internal Force and Deformation of Frame Structure with Joint or not Under Earthquake; 3.1 Structural Vibration Period; 3.2 Floor Displacement; 3.3 The Amount of Material Analysis; 4 Calculation and Analysis of the Super-Long Frame Structure Under the Thermal Action.
2 A Fatigue-Crack Propagation Analysis Program and Its ApplicationAbstract; 1 Introduction; 2 Theoretical Models; 2.1 Symbol Table; 2.2 Law of the Fatigue-Crack Propagation; 2.3 FCGR of the Austenite Stainless Steel Within Primary Coolant Environment of PWR Plant; 2.4 FCGR of the Austenite Stainless Steel Within Primary Coolant Environment of BWR Plant; 2.5 FCGR of the Steel in the Air (tss greaterthan 100ss°C); 2.6 Calculation of the Crack-Opening Half Length; 2.7 Calculation of the Variation Range of the Stress Intensity Factor; 2.8 Calculation of the Variation Range of the Stress.
2.9 Calculation of F Function3 Calculation Algorithms; 4 Application Example; 4.1 Initial Dimension of the TWC; 4.2 Stress Amplitudes and Cyclic Number; 4.3 Calculation Results and Analyses; 5 Conclusion and Prospection; References; 3 A Study on the Tensile Properties of Materials at Elevated Temperature in RCC-M; Abstract; 1 Introduction; 2 Technical Basis of Su and Sy in ASME BPVC; 3 Source of Su and Sy in RCC-M; 4 Analysis of the Verification Test at Elevated Temperature in RCC-M; 5 Conclusions; References; 4 Analysis Method of the Temperature for the Heavy Reflector; Abstract.
1 Introduction2 Analysis Method and Calculation Modal; 2.1 Analysis Method; 2.2 Calculation Modal; 2.2.1 Mesh Modal; 2.2.2 Mesh Sensitivity Analysis; 2.3 Boundary and Load Conditions; 2.3.1 Boundary Conditions; 2.3.2 Load; 3 Results Analysis and Evaluation; 3.1 Calculation Results; 3.2 Factors Affecting Temperature Field; 3.2.1 Influence of Loading Method; 3.2.2 Influence of Loading Conditions; 3.2.3 Influence of Material Properties; 3.2.4 Influence of Initial Temperature; 4 Conclusions; References; 5 Analysis on Super-Long Frame Structure of Main Building of Conventional Island; Abstract.
1 Introduction2 A Brief Introduction of Main Building of Conventional Island; 2.1 Main Building of Conventional Island Layout Scheme; 2.2 Material and Main Section; 2.3 Seismic Design Requirements and Natural Conditions; 2.4 Thermal Action; 2.5 Live Load; 3 Contrast Analysis of Structure Internal Force and Deformation of Frame Structure with Joint or not Under Earthquake; 3.1 Structural Vibration Period; 3.2 Floor Displacement; 3.3 The Amount of Material Analysis; 4 Calculation and Analysis of the Super-Long Frame Structure Under the Thermal Action.