BFRP bars as an alternative reinforcement of concrete structures - Compatibility and adhesion issues
PBN-AR
Instytucja
Wydział Inżynierii Lądowej (Politechnika Warszawska)
Informacje podstawowe
Główny język publikacji
en
Czasopismo
Advanced Materials Research
ISSN
1662-8985
EISSN
Wydawca
Trans Tech Publications
DOI
Rok publikacji
2015
Numer zeszytu
Strony od-do
233-241
Numer tomu
1129
Liczba arkuszy
0.5
Autorzy
(liczba autorów: 3)
Pozostali autorzy
+ 1
Słowa kluczowe
en
Basalt Fiber Reinforced Polymer; flexural capacity; compatibility; adhesion to concrete
Streszczenia
Język
en
Treść
One of the most common causes of damage to concrete structures is the corrosion of the reinforcement. Reinforcement made from Fiber Reinforced Polymers (FRP) is considered as an attractive substitution of traditional steel reinforcement. A different technical characteristic of fiber reinforced polymer makes designing structures with FRP reinforcement differs from conventional reinforced concrete design. Therefore, it is necessary to identify the differences and limitations of their use in the concrete structures, taking into account their material and geometrical features. Basalt Fiber Reinforced Polymer (BFRP) is a relatively new material for reinforcing bars. On the basis of the ACI 440.1R-06 guidelines as well as experimental results for selected BFRP reinforced beams a model of compatibility in a system: BFRP bar - concrete was proposed. Additionally,based on the results of FEM simulations, the effect of BFRP bars ribbing on their adhesion to concrete was discussed
Inne
System-identifier
WUT4b1c23378eb541ec88f9f69223be28f5
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