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Numerical evaluation of FRP composite retrofitted reinforced concrete wall subjected to blast load
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  • Journal title : Computers and Concrete
  • Volume 17, Issue 2,  2016, pp.215-225
  • Publisher : Techno-Press
  • DOI : 10.12989/cac.2016.17.2.215
 Title & Authors
Numerical evaluation of FRP composite retrofitted reinforced concrete wall subjected to blast load
Nam, Jin-Won; Yoon, In-Seok; Yi, Seong-Tae;
 Abstract
High performance materials such as Fiber Reinforced Plastic (FRP) are often used for retrofitting structures against blast loads due to its ductility and strength. The effectiveness of retrofit materials needs to be precisely evaluated for the retrofitting design based on the dynamic material responses under blast loads. In this study, the blast resistance of Carbon Fiber Reinforced Plastic (CFRP) and Kevlar/Glass hybrid fabric (K/G) retrofitted reinforced concrete (RC) wall is analyzed by using the explicit analysis code LS-DYNA, which accommodates the high-strain rate dependent material models. Also, the retrofit effectiveness of FRP fabrics is evaluated by comparing the analysis results for non-retrofitted and retrofitted walls. The verification of the analysis is performed through comparisons with the previous experimental results.
 Keywords
HFPB analysis;blast resistance;FRP Composite;strain rate;LS-DYNA;
 Language
English
 Cited by
1.
Buckling of concrete columns retrofitted with Nano-Fiber Reinforced Polymer (NFRP),;;;

Computers and Concrete, 2016. vol.18. 5, pp.1053-1063 crossref(new window)
1.
Buckling of concrete columns retrofitted with Nano-Fiber Reinforced Polymer (NFRP), Computers and Concrete, 2016, 18, 5, 1053  crossref(new windwow)
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