Steel Fiber Reinforced Concrete : Behavior, Modelling and Design.
This book discusses design aspects of steel fiber-reinforced concrete (SFRC) members, including the behavior of the SFRC and its modeling. It also examines the effect of various parameters governing the response of SFRC members in detail. Unlike other publications available in the form of guidelines...
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| Main Author | |
|---|---|
| Format | Electronic eBook |
| Language | English |
| Published |
Singapore :
Springer Singapore,
2016.
|
| Series | Springer transactions in civil and environmental engineering.
|
| Subjects | |
| Online Access | Full text |
| ISBN | 9789811025075 9789811025068 |
| Physical Description | 1 online resource (xi, 172 pages) |
Cover
Table of Contents:
- Preface; Contents; About the Author; 1 Introduction; 1.1 Historical Developments; 1.2 Concrete Microstructure; 1.3 Mechanical Properties; 1.4 Uniaxial Stress-Strain Response of Concrete; 1.5 Fiber Reinforced Concrete; 1.6 Conventional Reinforced Concrete; References; 2 Material Models; 2.1 SFRC Constitutive Models; 2.1.1 Compressive Model; 2.1.2 Tension Model; 2.1.2.1 Multi-linear Relationship; 2.1.2.2 Bilinear Relationship; 2.1.2.3 Drop-Constant Relationship; 2.2 Analytical Tensile-Constitutive Model Based upon Drop-Constant Relationship.
- 2.3 Experimental Characterization of the Tensile Response2.3.1 RILEM TC162-TDF (2002) Procedure; 2.3.2 CNR-DT 204 (2006) Guidelines; 2.3.3 fib Model Code (2010); References; 3 Design of SFRC Flexural Members; 3.1 Structural Design-Concept; 3.2 Flexural Responses of SFRC Members; 3.2.1 Uncracked Phase; 3.2.2 Linear-Elastic Cracked Phase; 3.2.3 Non-linear Cracked Phase; 3.2.4 Fiber Pullout/Fracturing Phase; 3.3 Analysis at Ultimate Limit State; 3.4 Design of RC Sections; 3.5 Design of SFRC Sections; 3.6 Variation of Mu with the Fiber-Parameters (Vf and l/d) and Reinforcement-Index.
- 4.3.5 Residual-Tensile Stresses Across Cracks4.4 Factors Influencing Shear Capacity; 4.4.1 Depth of Member (D); 4.4.2 Shear Span-to-Depth Ratio (a/d); 4.4.3 Longitudinal Reinforcement (pt); 4.4.4 Axial Force (A); 4.5 Design Shear Strength of SFRC Beams; References; 5 Analysis and Design of SFRC Slabs; 5.1 General; 5.2 Limit Analysis; 5.2.1 Mechanism Conditions; 5.2.2 Equilibrium Conditions; 5.2.3 Yield Conditions; 5.3 Solution Using Energy Principle; 5.4 Flexural Modeling of Reinforced Concrete Rectangular Slabs; 5.5 Assumptions; 5.6 Development of the Model; 5.6.1 Collapse Mechanism.
- 5.6.2 Equilibrium and Yield Criterion5.6.3 Solution; 5.7 Strength Requirement of the Supporting-Beams; 5.8 Critical Beam-Strength Parameter; 5.9 Some Important Observations; 5.10 Slab-System with Discontinuous Edges at Outer Boundary; 5.11 Design of SFRC Slabs; References; 6 Construction Practice; 6.1 Introduction; 6.2 Effect of the Fiber Addition on Concrete Properties; 6.2.1 Consistency; 6.2.2 Pumpability; 6.3 Mix Proportioning of SFRC; 6.4 Specifications; 6.4.1 Specification by Type and Fiber Content; 6.4.2 Specification by SFRC Performance; 6.5 Storage of Fibers.