語系:
繁體中文
English
說明(常見問題)
圖資館首頁
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-電子資源 : Monograph/item
正題名/作者:
On shear behavior of structural elements made of steel fiber reinforced concreteby 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 concreteCracking.
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:
712849
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
:02333nmm a2200337 a 4500
001
461014
003
DE-He213
005
20150731105753.0
006
m d
007
cr nn 008maaau
008
151110s2015 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
712848
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
712849
650
0
$a
Shear (Mechanics)
$3
647377
650
1 4
$a
Materials Science.
$3
273697
650
2 4
$a
Structural Materials.
$3
274623
650
2 4
$a
Building Materials.
$3
274688
650
2 4
$a
Engineering Design.
$3
273752
710
2
$a
SpringerLink (Online service)
$3
273601
773
0
$t
Springer eBooks
830
0
$a
Springer theses.
$3
557607
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
全部
電子館藏
館藏
1 筆 • 頁數 1 •
1
條碼號
館藏地
館藏流通類別
資料類型
索書號
使用類型
借閱狀態
預約狀態
備註欄
附件
000000110521
電子館藏
1圖書
電子書
EB TA444 C965 2015
一般使用(Normal)
在架
0
1 筆 • 頁數 1 •
1
多媒體
多媒體檔案
http://dx.doi.org/10.1007/978-3-319-13686-8
評論
新增評論
分享你的心得
Export
取書館別
處理中
...
變更密碼
登入