國立虎尾科技大學 |

On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete

Record Type:	Language materials, printed : Monograph/item
Title/Author:	On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete/ by Estefanía Cuenca.
Author:	Cuenca, Estefanía.
Description:	XX, 209 p. 150 illus., 28 illus. in color.online resource. :
Contained By:	Springer Nature eBook
Subject:	Structural materials. -
Online resource:	https://doi.org/10.1007/978-3-319-13686-8
ISBN:	9783319136868

On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete
Cuenca, Estefanía.

On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete[electronic resource] /by Estefanía Cuenca. - 1st ed. 2015. - XX, 209 p. 150 illus., 28 illus. in color.online resource. - Springer Theses, Recognizing Outstanding Ph.D. Research,2190-5053. - Springer Theses, Recognizing Outstanding Ph.D. Research,.

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

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

1253576
Structural materials.

LC Class. No.: TA401-492

Dewey Class. No.: 620.11

On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete
LDR:02827nam a22004335i 4500 001 969983
003 DE-He213
005 20200702052733.0
007 cr nn 008mamaa
008 201211s2015 gw | s |||| 0|eng d
020 $a 9783319136868 $9 978-3-319-13686-8
024 7 $a 10.1007/978-3-319-13686-8 $2 doi
035 $a 978-3-319-13686-8
050 4 $a TA401-492
050 4 $a TA418.9.C57
072 7 $a TGM $2 bicssc
072 7 $a TEC021000 $2 bisacsh
072 7 $a TGM $2 thema
072 7 $a TNC $2 thema
082 0 4 $a 620.11 $2 23
100 1 $a Cuenca, Estefanía. $e author. $4 aut $4 http://id.loc.gov/vocabulary/relators/aut $3 1265554
245 1 0 $a On Shear Behavior of Structural Elements Made of Steel Fiber Reinforced Concrete $h [electronic resource] / $c by Estefanía Cuenca.
250 $a 1st ed. 2015.
264 1 $a Cham : $b Springer International Publishing : $b Imprint: Springer, $c 2015.
300 $a XX, 209 p. 150 illus., 28 illus. in color. $b online resource.
336 $a text $b txt $2 rdacontent
337 $a computer $b c $2 rdamedia
338 $a online resource $b cr $2 rdacarrier
347 $a text file $b PDF $2 rda
490 1 $a Springer Theses, Recognizing Outstanding Ph.D. Research, $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 Structural materials. $3 1253576
650 0 $a Building materials. $3 561291
650 0 $a Engineering design. $3 560518
650 1 4 $a Structural Materials. $3 677176
650 2 4 $a Building Materials. $3 671098
650 2 4 $a Engineering Design. $3 670857
710 2 $a SpringerLink (Online service) $3 593884
773 0 $t Springer Nature eBook
776 0 8 $i Printed edition: $z 9783319136875
776 0 8 $i Printed edition: $z 9783319136851
776 0 8 $i Printed edition: $z 9783319366289
830 0 $a Springer Theses, Recognizing Outstanding Ph.D. Research, $x 2190-5053 $3 1253569
856 4 0 $u https://doi.org/10.1007/978-3-319-13686-8
912 $a ZDB-2-CMS
912 $a ZDB-2-SXC
950 $a Chemistry and Materials Science (SpringerNature-11644)
950 $a Chemistry and Material Science (R0) (SpringerNature-43709)