Matches in SemOpenAlex for { <https://semopenalex.org/work/W4296432587> ?p ?o ?g. }
- W4296432587 endingPage "129181" @default.
- W4296432587 startingPage "129181" @default.
- W4296432587 abstract "• The effect of different parameters on the performance of FRP anchors was investigated. • Capacity prediction models and failure modes were evaluated. • Research gaps and future directions were mentioned. The use of fiber-reinforced polymer (FRP) composites using externally bonded reinforcement (EBR) installation technique is an alternative to conventional retrofitting techniques for retrofitting and strengthening deficient structures to improve their seismic performance. In spite of this widespread application, premature failure caused by FRP sheets debonding from the concrete surface is one of the greatest challenges faced when FRP composites are used for structural strengthening. FRP anchors (FRP spike anchors) proved their ability to suppress or postpone FRP debonding and can provide safe means to transfer and guide the load from one member to another in FRP strengthening of reinforced concrete (RC) structures. This study aims to provide an overview of the effect of different parameters on the performance of FRP anchors in RC structures strengthened with FRP composites. This study also tries to review the various design models in order to determine the capacity of FRP anchors according to a failure mode approach or a bond-slip approach. Finally, despite wide research on the behavior of FRP anchors, there are some issues and research gaps like the effect of cyclic loading, different environmental situations, temperature, creep, and fatigue on the behavior of FRP anchors as well as a comprehensive and unified model to predict FRP anchor capacity in different conditions that still need to be investigated and clarified that are mentioned in this paper." @default.
- W4296432587 created "2022-09-20" @default.
- W4296432587 creator A5010201030 @default.
- W4296432587 creator A5034372911 @default.
- W4296432587 creator A5080046676 @default.
- W4296432587 date "2022-11-01" @default.
- W4296432587 modified "2023-10-17" @default.
- W4296432587 title "Effect of different parameters on the performance of FRP anchors in combination with EBR-FRP strengthening systems: A review" @default.
- W4296432587 cites W1964112273 @default.
- W4296432587 cites W1967164288 @default.
- W4296432587 cites W1970313224 @default.
- W4296432587 cites W1972745617 @default.
- W4296432587 cites W1974723021 @default.
- W4296432587 cites W1975146904 @default.
- W4296432587 cites W1975988979 @default.
- W4296432587 cites W1977411056 @default.
- W4296432587 cites W1978735047 @default.
- W4296432587 cites W1979220465 @default.
- W4296432587 cites W1979526428 @default.
- W4296432587 cites W1981237652 @default.
- W4296432587 cites W1987937146 @default.
- W4296432587 cites W1992922421 @default.
- W4296432587 cites W1994044324 @default.
- W4296432587 cites W1995742790 @default.
- W4296432587 cites W1995898981 @default.
- W4296432587 cites W1997587922 @default.
- W4296432587 cites W1999738490 @default.
- W4296432587 cites W2004411242 @default.
- W4296432587 cites W2005056456 @default.
- W4296432587 cites W2008694064 @default.
- W4296432587 cites W2011528387 @default.
- W4296432587 cites W2013614559 @default.
- W4296432587 cites W2016484668 @default.
- W4296432587 cites W2018045983 @default.
- W4296432587 cites W2019858118 @default.
- W4296432587 cites W2022430523 @default.
- W4296432587 cites W2022543597 @default.
- W4296432587 cites W2024799995 @default.
- W4296432587 cites W2025450831 @default.
- W4296432587 cites W2027514145 @default.
- W4296432587 cites W2027902783 @default.
- W4296432587 cites W2031174482 @default.
- W4296432587 cites W2032503927 @default.
- W4296432587 cites W2036113047 @default.
- W4296432587 cites W2038438990 @default.
- W4296432587 cites W2040079652 @default.
- W4296432587 cites W2045993331 @default.
- W4296432587 cites W2049026084 @default.
- W4296432587 cites W2053436922 @default.
- W4296432587 cites W2055870234 @default.
- W4296432587 cites W2056277368 @default.
- W4296432587 cites W2057727299 @default.
- W4296432587 cites W2058086294 @default.
- W4296432587 cites W2065055054 @default.
- W4296432587 cites W2065789740 @default.
- W4296432587 cites W2068349061 @default.
- W4296432587 cites W2069300289 @default.
- W4296432587 cites W2077680102 @default.
- W4296432587 cites W2080092158 @default.
- W4296432587 cites W2080801959 @default.
- W4296432587 cites W2082958335 @default.
- W4296432587 cites W2085014309 @default.
- W4296432587 cites W2085249289 @default.
- W4296432587 cites W2089117143 @default.
- W4296432587 cites W2090470761 @default.
- W4296432587 cites W2093030789 @default.
- W4296432587 cites W2094544541 @default.
- W4296432587 cites W2097798344 @default.
- W4296432587 cites W2104184478 @default.
- W4296432587 cites W2109079249 @default.
- W4296432587 cites W2111771058 @default.
- W4296432587 cites W2111790463 @default.
- W4296432587 cites W2122250274 @default.
- W4296432587 cites W2122622787 @default.
- W4296432587 cites W2136505847 @default.
- W4296432587 cites W2139844263 @default.
- W4296432587 cites W2144329864 @default.
- W4296432587 cites W2144803124 @default.
- W4296432587 cites W2158617330 @default.
- W4296432587 cites W2163647206 @default.
- W4296432587 cites W2187229820 @default.
- W4296432587 cites W2189943537 @default.
- W4296432587 cites W2286604162 @default.
- W4296432587 cites W2346514340 @default.
- W4296432587 cites W2494983802 @default.
- W4296432587 cites W2503563571 @default.
- W4296432587 cites W2515297071 @default.
- W4296432587 cites W2564149330 @default.
- W4296432587 cites W2567238741 @default.
- W4296432587 cites W2575722202 @default.
- W4296432587 cites W2589159325 @default.
- W4296432587 cites W2590151617 @default.
- W4296432587 cites W2594223486 @default.
- W4296432587 cites W2614197286 @default.
- W4296432587 cites W2626222786 @default.
- W4296432587 cites W2782485152 @default.
- W4296432587 cites W2792535442 @default.
- W4296432587 cites W2795815444 @default.