JSCE Guidlines for Concrete No.9
Recommendations for Design and Construction of Ultra High Strength Fiber Reinforced Concrete Structures (Draft)
CONTENTS
Chapter 1 General
1.1 Scope of Application
1.2 Definition of Terms
1.3 Notations
Chapter 2 Design Basics
2.1 General
2.2 Design Life of Structure
2.3 Basic Principles for Examination of Performance
2.4 Safety Factors
Chapter 3 Design Values of Materials
3.1 General
3.2 Strength
3.2.1 Characteristic Values
3.2.2 Compressive Strength
3.2.3 First Cracking Strength
3.2.4 Tensile Strength and Tension Softening Characteristics
3.2.5 Other Types of Strength
3.3 Stress ?Strain Curve
3.3.1 Compressive Stress-Strain Curve
3.3.2 Tensile Stress-Strain Curve
3.4 Young's Modulus
3.5 Poisson's Ratio
3.6 Thermal Characteristics
3.7 Shrinkage
3.8 Creep
3.9 Fatigue Strength
Chapter 4 Load
4.1 General
Chapter 5 Structural Analysis
5.1 General
5.2 Calculating Response Values to Evaluate ULS
5.3 Calculating Response Values to Evaluate Serviceability Limit State
Chapter 6 Verification of Structural Safety
6.1 General
6.2 Safety Verification for Flexural Moment and Axial Forces
6.2.1 Design Capacity of Member Cross Section
6.2.2 Details of Structure
6.3 Examination for Safety against Shear
6.3.1 General
6.3.2 Design Shear Force on Linear Members
6.3.3 Shear Capacity of Linear Members
6.3.4 Design Punching Shear Capacity of Planar Members
6.3.5 Design Member Forces of Planar Members Subjected to In-Plane Forces
6.3.6 Design Capacity of Planar Members Subjected to In-Plane Forces
6.4 Examination of Safety against Torsion
6.4.1 General
6.5 Examination of Safety for Rigid Body Stability
Chapter 7 Verification of Serviceability
7.1 General
7.2 Calculation of Stresses
7.3 Limiting Value of Stresses
7.4 Examination of Tensile Stresses
7.5 Examination of Displacement and Deformation
7.6 Examination of Vibration
Chapter 8 Verification of Fatigue Resistance
8.1 General
8.2 Examination of Safety for Fatigue
8.3 Design Variable Force and Equivalent Number of Cycles
8.4 Calculation of Stress Caused by Variable Loading
8.5 Fatigue Resistance of Structural Members to Shear
Chapter 9 General Structural Details
9.1 General
9.2 Concrete Cover
9.3 Clear distance of Reinforcing Steel
9.4 Beveling
Chapter 10 Prestressed Concrete
10.1 General
10.2 Prestressing Force
10.3 Examination for Serviceability Limit State (SLS)
10.3.1 Examination for Flexural Moment and Axial Forces
10.3.2 Examination for Shear and Torsion
10.4 Examination for Ultimate Limit State (ULS)
10.5 Examination for Fatigue Limit State (FLS)
10.6 Examination during Construction
10.7 Examination for Durability
10.8 Structural Details
10.8.1 Tendons
10.8.2 Precast Concrete Members
Chapter 11 Verification of Durability
11.1 General
11.2 Examination of Carbonation
11.3 Examination of Corrosion of Reinforcing Fibers from Chloride Ion Ingress
11.4 Examination of Steel Corrosion from Chloride Ion Ingress
11.5 Examination of Freeze-and-Thaw Action
11.6 Examination of Chemical Attack
11.7 Examination of Alkali-Aggregate Reaction
11.8 Examination of Fire Resistance
Chapter 12 Construction
12.1 General
12.2 Constituent Materials
12.2.1 General
12.2.2 Materials to Use for the Matrix
12.2.3 Water
12.2.4 Admixtures
12.2.5 Reinforcing Fiber
12.3 Mix Proportions
12.3.1 General
12.3.2 Consistencyv
12.3.3 Examination of Strength
12.3.4 Form for Expressing Mix Proportions
12.4 Production
12.4.1 Storage
12.4.2 Batching
12.4.3 Mixing
12.5 Transportation
12.6 Casting
12.7 Finish
12.8 Curing
12.9 Formwork and Support
12.10 Inspection
12.10.1 Inspection in Receipt of Materials
12.10.2 Inspection of Production
12.10.3 Inspection of Construction
12.10.4 Inspection of Concrete
12.10.5 Inspection of Products
Chapter 13 Cold Weather Concreting
13.1 General
13.2 Materials and Mix Proportions
13.3 Transportation and Placement
13.4 Curing
Chapter 14 Hot Weather Concreting
14.1 General
14.2 Materials and Mix Proportions
14.3 Transportation and Placement
14.4 Curing