Authors:
- Nominated as an outstanding PhD thesis by Universitat Politècnica de València, Spain
- Presents a comprehensive experimental program for analyzing the behavior of fiber reinforced concrete beams with different dimensions, production processes and transverse reinforcement
- Provides readers with a thorough analysis of the most important studies in the field
- Includes supplementary material: sn.pub/extras
Part of the book series: Springer Theses (Springer Theses)
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Table of contents (10 chapters)
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Front Matter
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Introduction and Objectives
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Front Matter
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State of the Art
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Front Matter
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Experimental Tests
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Front Matter
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Shear Database
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Front Matter
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Conclusions and Future Research
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Front Matter
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About this book
This book sheds light on the shear behavior of Fiber Reinforced Concrete (FRC) elements, presenting a thorough analysis of the most important studies in the field and highlighting their shortcomings and issues that have been neglected to date. Instead of proposing a new formula, which would add to an already long list, it instead focuses on existing design codes. Based on a comparison of experimental tests, it provides a thorough analysis of these codes, describing both their reliability and weaknesses. Among other issues, the book addresses the influence of flange size on shear, and the possible inclusion of the flange factor in design formulas. Moreover, it reports in detail on tests performed on beams made of concrete of different compressive strengths, and on fiber reinforcements to study the influence on shear, including size effects. Lastly, the book presents a thorough analysis of FRC hollow core slabs. In fact, although this is an area of great interest in the current research landscape, it remains largely unexplored due to the difficulties encountered in attempting to fit transverse reinforcement in these elements.
Authors and Affiliations
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Department of Construction Engineering and Civil Engineering Projects, Concrete Science and Technology Institute (ICITECH), Universitat Politècnica de València (UPV), Valencia, Spain
Estefanía Cuenca
Bibliographic Information
Book Title: On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete
Authors: Estefanía Cuenca
Series Title: Springer Theses
DOI: https://doi.org/10.1007/978-3-319-13686-8
Publisher: Springer Cham
eBook Packages: Chemistry and Materials Science, Chemistry and Material Science (R0)
Copyright Information: Springer International Publishing Switzerland 2015
Hardcover ISBN: 978-3-319-13685-1Published: 14 January 2015
Softcover ISBN: 978-3-319-36628-9Published: 24 September 2016
eBook ISBN: 978-3-319-13686-8Published: 27 December 2014
Series ISSN: 2190-5053
Series E-ISSN: 2190-5061
Edition Number: 1
Number of Pages: XX, 209
Number of Illustrations: 122 b/w illustrations, 28 illustrations in colour
Topics: Structural Materials, Building Materials, Engineering Design