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On shear behavior of structural elem...

Cuenca, Estefania.

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On shear behavior of structural elements made of steel fiber reinforced concrete

Record Type:	Electronic resources : Monograph/item
Title/Author:	On shear behavior of structural elements made of steel fiber reinforced concrete/ by Estefania Cuenca.
Author:	Cuenca, Estefania.
Published:	Cham :Springer International Publishing : : 2015.,
Description:	xx, 209 p. :ill. (some col.), digital ;24 cm.
[NT 15003449]:	Introduction and objectives -- Literature survey on shear in frc beams -- Experimental tests -- Shear database -- Conclusions and Recommendations.
Contained By:	Springer eBooks
Subject:	Fiber-reinforced concrete - Cracking. -
Online resource:	http://dx.doi.org/10.1007/978-3-319-13686-8
ISBN:	9783319136868 (electronic bk.)

On shear behavior of structural elements made of steel fiber reinforced concrete
Cuenca, Estefania.

On shear behavior of structural elements made of steel fiber reinforced concrete[electronic resource] /by Estefania Cuenca. - Cham :Springer International Publishing :2015. - xx, 209 p. :ill. (some col.), digital ;24 cm. - Springer theses,2190-5053. - Springer theses..

Introduction and objectives -- Literature survey on shear in frc beams -- Experimental tests -- Shear database -- Conclusions and Recommendations.

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.

ISBN: 9783319136868 (electronic bk.)

Standard No.: 10.1007/978-3-319-13686-8doiSubjects--Topical Terms:

2133326
Fiber-reinforced concrete
--Cracking.

LC Class. No.: TA444

Dewey Class. No.: 620.137

On shear behavior of structural elements made of steel fiber reinforced concrete
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100 1 $a Cuenca, Estefania. $3 2133325
245 1 0 $a On shear behavior of structural elements made of steel fiber reinforced concrete $h [electronic resource] / $c by Estefania Cuenca.
260 $a Cham : $b Springer International Publishing : $b Imprint: Springer, $c 2015.
300 $a xx, 209 p. : $b ill. (some col.), digital ; $c 24 cm.
490 1 $a Springer theses, $x 2190-5053
505 0 $a Introduction and objectives -- Literature survey on shear in frc beams -- Experimental tests -- Shear database -- Conclusions and Recommendations.
520 $a 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.
650 0 $a Fiber-reinforced concrete $x Cracking. $3 2133326
650 0 $a Shear (Mechanics) $3 861893
650 1 4 $a Materials Science. $3 890867
650 2 4 $a Structural Materials. $3 898417
650 2 4 $a Building Materials. $3 894213
650 2 4 $a Engineering Design. $3 891033
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856 4 0 $u http://dx.doi.org/10.1007/978-3-319-13686-8
950 $a Chemistry and Materials Science (Springer-11644)