大葉大學圖書館 |

On shear behavior of structural elements made of steel fiber reinforced concrete[electronic resource] /

Record Type:	Language materials, printed : Monograph/item
[NT 15000414]:	620.137
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.
Contained By:	Springer eBooks
Subject:	Fiber-reinforced concrete - Cracking.
Subject:	Shear (Mechanics)
Subject:	Materials Science.
Subject:	Structural Materials.
Subject:	Building Materials.
Subject:	Engineering Design.
ISBN:	9783319136868 (electronic bk.)
ISBN:	9783319136851 (paper)
[NT 15000228]:	Introduction and objectives -- Literature survey on shear in frc beams -- Experimental tests -- Shear database -- Conclusions and Recommendations.
[NT 15000229]:	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.
Online resource:	http://dx.doi.org/10.1007/978-3-319-13686-8

On shear behavior of structural elements made of steel fiber reinforced concrete[electronic resource] /
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:

605303
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[electronic resource] /
LDR:02333nam a2200337 a 4500 001 425874
003 DE-He213
005 20150731105753.0
006 m d
007 cr nn 008maaau
008 151119s2015 gw s 0 eng d
020 $a 9783319136868 (electronic bk.)
020 $a 9783319136851 (paper)
024 7 $a 10.1007/978-3-319-13686-8 $2 doi
035 $a 978-3-319-13686-8
040 $a GP $c GP
041 0 $a eng
050 4 $a TA444
072 7 $a TGM $2 bicssc
072 7 $a TNC $2 bicssc
072 7 $a TEC021000 $2 bisacsh
082 0 4 $a 620.137 $2 23
090 $a TA444 $b .C965 2015
100 1 $a Cuenca, Estefania. $3 605302
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 605303
650 0 $a Shear (Mechanics) $3 554759
650 1 4 $a Materials Science. $3 463741
650 2 4 $a Structural Materials. $3 464266
650 2 4 $a Building Materials. $3 464741
650 2 4 $a Engineering Design. $3 464657
710 2 $a SpringerLink (Online service) $3 463450
773 0 $t Springer eBooks
830 0 $a Springer theses. $3 463746
856 4 0 $u http://dx.doi.org/10.1007/978-3-319-13686-8
950 $a Chemistry and Materials Science (Springer-11644)