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Volumn 57, Issue , 2013, Pages 1183-1191

Investigation on concrete beams reinforced with basalt rebars as an effective alternative of conventional R/C structures

Author keywords

Basalt rebars; BFRP; Bond; Flexural capacity; Reinforced concrete

Indexed keywords


EID: 84891688637     PISSN: 18777058     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1016/j.proeng.2013.04.149     Document Type: Conference Paper
Times cited : (99)

References (24)
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    • Militky, J.K.1
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    • U.S.A.'s experience using fiber reinforced polymer (FRP) composite bridge decks to extend bridge service life
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    • FHWA Virtual Team
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    • The problems of testing of concrete beams reinforced with basalt flexural bars
    • 2013 (in Polish)
    • Urbanski, M., Lapko, A., 2013. The problems of testing of concrete beams reinforced with basalt flexural bars, Przegla̧d Budowlany, 2013/3. (in Polish).
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    • Urbanski, M.1    Lapko, A.2
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  • 20
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    • Aspects of behaviour of CFRP reinforced concrete beams in bending
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    • Bischoff, P.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.