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知网期刊论文(7538)
在“
Elsevier电子期刊
”中,
命中:
1,341
条,耗时:0.0569627 秒
在所有数据库中总计命中:
12,921
条
1.
Flexural
performance
of innovative hybrid sandwich panels with special focus on the shear connection behavior
作者:
M. Mastali
a
;
b
;
m.mastali@civil.uminho.pt
;
I.B. Valente
a
;
Joaquim A.O. Barros
a
关键词:
Hybrid sandwich panel
;
Deflection Hardening Cement Composites (DHCC)
;
GFRP perforated shear connectors
;
GFRP indented shear connectors
;
Flexural
loading
刊名:Composite Structures
出版年:2017
2.
Comparative
flexural
behavior of ultra-high-
performance
concrete reinforced with hybrid straight steel fibers
作者:
Doo-Yeol Yoo
a
;
dyyoo@hanyang.ac.kr
;
Sung-Wook Kim
b
;
swkim@kict.re.kr
;
Jung-Jun Park
b
;
jjpark@kict.re.kr
关键词:
Ultra-high-
performance
concrete
;
Fiber hybridization
;
Flexure
;
Toughness
;
Fiber bridging capacity
刊名:Construction and Building Materials
出版年:2017
3.
Flexural
performance
of RC beams made with recycled brick aggregate
作者:
Tarek Uddin Mohammed
a
;
tarek@iut-dhaka.edu
;
Hare Krishna Das
b
;
engrkrishna@yahoo.com
;
Aziz Hasan Mahmood
c
;
azizhasan.mahmood@unsw.edu.au
;
Md. Nafiur Rahman
a
;
nafi@iut-dhaka.edu
;
M.A. Awal
d
;
awalsel@yahoo.com
关键词:
Recycled brick aggregate
;
Flexural
strength
;
Brick aggregate
;
ACI 318-14
刊名:Construction and Building Materials
出版年:2017
4.
Experimental investigation on long term
flexural
performance
of expansive concrete beams eccentrically reinforced by CFRP
作者:
Qi Cao
a
;
Haibo Jiang
b
;
hbjiang@gdut.edu.cn
;
Zhimin Wu
a
;
Zhongguo John Ma
c
关键词:
Delaying cracking
;
Expansive concrete
;
CFRP
;
Eccentric self-prestressing
;
Failure modes
刊名:Composite Structures
出版年:2017
5.
Research on the
flexural
performance
of RC beams strengthened with TRC under the coupling action of load and marine environment
作者:
Shi-ping Yin
a
;
b
;
yinshiping2821@163.com
;
Ming-wang Na
b
;
Yu-lin Yu
b
;
Jian Wu
b
关键词:
Textile reinforced concrete
;
Coupling action of load and chloride environment
;
Sustained load
;
Crack development
;
Bearing capacity
刊名:Construction and Building Materials
出版年:2017
6.
Shear Transferring Mechanisms in a Composite Shallow Cellular Floor Beam with Web Openings
作者:
Bing Y. Huo
;
Cedric A. D'Mello
;
C.A.Dmello-1@city.ac.uk
关键词:
Shear connection
;
Composite beams
;
Web opening
;
Slip
;
Flexural
test
;
Flexural
behaviour
;
Composite action
;
Shear
performance
;
Design method
刊名:Structures
出版年:2017
7.
Flexural
responses and pseudo-ductile
performance
of lattice-web reinforced GFRP-wood sandwich beams
作者:
Huiyuan Shi
a
;
Weiqing Liu
a
;
b
;
wqliu@njtech.edu.cn" class="auth_mail" title="E-mail the corresponding author
;
Hai Fang
c
;
fanghainjut@njtech.edu.cn" class="auth_mail" title="E-mail the corresponding author
;
Yu Bai
d
;
David Hui
e
关键词:
GFRP-wood sandwich beam
;
Lattice-web reinforced
;
Mechanical property
;
Pseudo-ductility
;
Bilinear
刊名:Composites Part B: Engineering
出版年:2017
8.
Benefits of blast furnace slag and steel fibers on the static and fatigue
performance
of prestressed concrete sleepers
作者:
Jun-Mo Yang
a
;
Hyun-Oh Shin
b
;
Young-Soo Yoon
c
;
ysyoon@korea.ac.kr
;
Denis Mitchell
d
关键词:
Prestressed concrete sleeper
;
Ground granulated blast furnace slag
;
Steel fiber
;
Static
performance
;
Fatigue
performance
刊名:Engineering Structures
出版年:2017
9.
Effect of reinforcement ratio on the
flexural
performance
of hybrid FRP reinforced concrete beams
作者:
Renyuan Qin
a
;
Ao Zhou
a
;
Denvid Lau
a
;
b
;
denvid@mit.edu" class="auth_mail" title="E-mail the corresponding author
关键词:
Glass fibres
;
Hybrid
;
Mechanical properties
;
Finite element analysis (FEA)
刊名:Composites Part B: Engineering
出版年:2017
10.
Flexural
behavior of reinforced concrete beams strengthened with ultra-high
performance
fiber reinforced concrete
作者:
M.A. Al-Osta
a
;
malosta@kfupm.edu.sa
;
M.N. Isa
a
;
M.H. Baluch
a
;
M.K. Rahman
b
关键词:
Strengthening and retrofit
;
Ultra-high
performance
fiber reinforced concrete
;
Sand blasting
;
Epoxy adhesive
;
Enhancement of capacity
;
Loss of ductility
;
Bond strength
;
Crack pattern
;
Finite element model
;
Analytical model
刊名:Construction and Building Materials
出版年:2017
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