Format:
1 Online-Ressource (xi, 172 Seiten)
,
Illustrationen, Diagramme
ISBN:
9789811025068
Series Statement:
Springer transactions in civil and environmental engineering
Content:
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
Content:
2.3 Experimental Characterization of the Tensile Response -- 2.3.1 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
Content:
3.6 Variation of Mu with the Fiber-Parameters (Vf and l/d) and Reinforcement-Index -- 3.7 Influence of the Fiber-Index and Reinforcement-Index on the Rebar-Straining -- 3.8 Influence of the Fiber-Parameters (Vf and l/d) on the Fiber-Index (β) -- 3.9 Moment-Curvature Response of SFRC Members -- 3.10 Design Method Assisted by Experimental Investigations -- 3.11 Design of SFRC Doubly-Reinforced Members -- References -- 4 Design of SFRC Members for Shear -- 4.1 Introduction -- 4.2 Shear Behavior of Beams -- 4.3 Shear-Transfer Mechanism -- 4.3.1 Uncracked Concrete in the Flexural Compression Zone
Content:
4.3.2 Interface-Shear Transfer -- 4.3.3 The Dowel Action of Longitudinal Reinforcement -- 4.3.4 Arch Action -- 4.3.5 Residual-Tensile Stresses Across Cracks -- 4.4 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
Content:
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 Criterion -- 5.6.3 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
Content:
6.3 Mix Proportioning of SFRC
Note:
Description based upon print version of record
Additional Edition:
9789811025075
Additional Edition:
9789811025068
Additional Edition:
Erscheint auch als Druck-Ausgabe 9789811025068
Language:
English
Keywords:
Electronic books
URL:
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