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...

Full description

Saved in:
Bibliographic Details
Main Author: Singh, Harvinder (Structural engineer)
Format: eBook
Language: English
Published: Singapore : Springer Singapore, 2016.
Series: Springer transactions in civil and environmental engineering.
Subjects:
Fiber-reinforced concrete.
Engineering.
Building materials.
elektronické knihy
electronic books
ISBN: 9789811025075
9789811025068
Physical Description: 1 online resource (xi, 172 pages)

Cover

Table of contents

LEADER 06543cam a2200505Mi 4500
001 99740
003 CZ-ZlUTB
005 20240914112159.0
006 m o d
007 cr |n|---|||||
008 170121t20162017si ob 001 0 eng d
040 |a EBLCP  |b eng  |e pn  |c EBLCP  |d OCLCO  |d MNU  |d YDX  |d N$T  |d AZU  |d GW5XE  |d IDEBK  |d COO  |d OCLCF  |d UAB  |d CNCGM  |d UPM  |d IOG  |d ESU  |d Z5A  |d JBG  |d IAD  |d ICW  |d ICN  |d GZM  |d OCLCQ  |d OCLCO  |d U3W  |d KSU  |d OCLCQ  |d UKAHL  |d OCLCQ  |d VLB  |d UKMGB 
020 |a 9789811025075 
020 |z 9789811025068 
024 7 |a 10.1007/978-981-10-2507-5  |2 doi 
035 |a (OCoLC)969639870  |z (OCoLC)961828896  |z (OCoLC)961930474  |z (OCoLC)967317010  |z (OCoLC)967682023  |z (OCoLC)974651115  |z (OCoLC)1099313464 
100 1 |a Singh, Harvinder  |c (Structural engineer) 
245 1 0 |a Steel Fiber Reinforced Concrete :  |b Behavior, Modelling and Design. 
264 1 |a Singapore :  |b Springer Singapore,  |c 2016. 
264 4 |c ©2017 
300 |a 1 online resource (xi, 172 pages) 
336 |a text  |b txt  |2 rdacontent 
337 |a počítač  |b c  |2 rdamedia 
338 |a online zdroj  |b cr  |2 rdacarrier 
490 1 |a Springer Transactions in Civil and Environmental Engineering 
505 0 |6 880-01  |a 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. 
505 8 |a 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. 
505 8 |a 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. 
505 8 |a 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. 
500 |a 6.6 Addition of Steel Fibers to Concrete. 
504 |a Includes bibliographical references and index. 
506 |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty 
520 |a 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, which mainly describe design methods based on experimental results, it describes the basic concepts and principles of designing structural members using SFRC as a structural material, predominantly subjected to flexure and shear. Although applications to special structures, such as bridges, retaining walls, tanks and silos are not specifically covered, the fundamental design concepts remain the same and can easily be extended to these elements. It introduces the principles and related theories for predicting the role of steel fibers in reinforcing concrete members concisely and logically, and presents various material models to predict the response of SFRC members in detail. These are then gradually extended to develop an analytical flexural model for the analysis and design of SFRC members. The lack of such a discussion is a major hindrance to the adoption of SFRC as a structural material in routine design practice. This book helps users appraise the role of fiber as reinforcement in concrete members used alone and/or along with conventional rebars. Applications to singly and doubly reinforced beams and slabs are illustrated with examples, using both SFRC and conventional reinforced concrete as a structural material. The influence of the addition of steel fibers on various mechanical properties of the SFRC members is discussed in detail, which is invaluable in helping designers and engineers create optimum designs. Lastly, it describes the generally accepted methods for specifying the steel fibers at the site along with the SFRC mixing methods, storage and transport and explains in detail methods to validate the adopted design. This book is useful to practicing engineers, researchers, and students. 
590 |a SpringerLink  |b Springer Complete eBooks 
650 0 |a Fiber-reinforced concrete. 
650 0 |a Engineering. 
650 0 |a Building materials. 
655 7 |a elektronické knihy  |7 fd186907  |2 czenas 
655 9 |a electronic books  |2 eczenas 
776 0 8 |i Print version:  |a Singh, Harvinder.  |t Steel Fiber Reinforced Concrete : Behavior, Modelling and Design.  |d Singapore : Springer Singapore, ©2016  |z 9789811025068 
830 0 |a Springer transactions in civil and environmental engineering. 
856 4 0 |u https://proxy.k.utb.cz/login?url=https://link.springer.com/10.1007/978-981-10-2507-5  |y Plný text 
992 |c NTK-SpringerENG 
999 |c 99740  |d 99740 
993 |x NEPOSILAT  |y EIZ 

Similar Items