The static and dynamic response of CFRP-strengthened concrete structures
被引:28
作者:
Cantwell, WJ
论文数: 0引用数: 0
h-index: 0
机构:
Univ Liverpool, Dept Mat Sci & Engn, Liverpool L37 7EJ, Merseyside, EnglandUniv Liverpool, Dept Mat Sci & Engn, Liverpool L37 7EJ, Merseyside, England
Cantwell, WJ
[1
]
Smith, K
论文数: 0引用数: 0
h-index: 0
机构:
Univ Liverpool, Dept Mat Sci & Engn, Liverpool L37 7EJ, Merseyside, EnglandUniv Liverpool, Dept Mat Sci & Engn, Liverpool L37 7EJ, Merseyside, England
Smith, K
[1
]
机构:
[1] Univ Liverpool, Dept Mat Sci & Engn, Liverpool L37 7EJ, Merseyside, England
Number:;
-;
Acronym:;
UoL;
Sponsor: University of Liverpool;
D O I:
10.1023/A:1006635307213
中图分类号:
T [工业技术];
学科分类号:
08 ;
摘要:
The static and impact properties of composite-strengthened concretes were compared, and the effect of the strengthening laminate thickness on the load-bearing capacity of these structures was assessed. Low-velocity impact tests on the strengthened and unstrengthened concretes indicated that bonding a thin composite laminate can greatly enhanced the dynamic properties of concrete structures. Flexural strength of concrete was enhanced by bonding of carbon fiber reinforced plastic skin to the lower surface of beam-like structures.