語系:
繁體中文
English
說明(常見問題)
登入
回首頁
切換:
標籤
|
MARC模式
|
ISBD
On shear behavior of structural elem...
~
Cuenca, Estefania.
On shear behavior of structural elements made of steel fiber reinforced concrete
紀錄類型:
書目-語言資料,印刷品 : Monograph/item
正題名/作者:
On shear behavior of structural elements made of steel fiber reinforced concrete/ by Estefania Cuenca.
作者:
Cuenca, Estefania.
出版者:
Cham :Springer International Publishing : : 2015.,
面頁冊數:
xx, 209 p. :ill. (some col.), digital ; : 24 cm.;
Contained By:
Springer eBooks
標題:
Fiber-reinforced concrete - Cracking. -
電子資源:
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:
1064995
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
LDR
:02333nam a2200337 a 4500
001
835578
003
DE-He213
005
20150731105753.0
006
m d
007
cr nn 008maaau
008
160421s2015 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
1064994
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 :
$c
2015.
$b
Springer International Publishing :
$b
Imprint: Springer,
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
1064995
650
0
$a
Shear (Mechanics)
$3
901679
650
1 4
$a
Materials Science.
$3
671087
650
2 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 eBooks
830
0
$a
Springer theses.
$3
831604
856
4 0
$u
http://dx.doi.org/10.1007/978-3-319-13686-8
950
$a
Chemistry and Materials Science (Springer-11644)
筆 0 讀者評論
多媒體
評論
新增評論
分享你的心得
Export
取書館別
處理中
...
變更密碼[密碼必須為2種組合(英文和數字)及長度為10碼以上]
登入