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Engineering Transactions

Tytuł artykułu

Theoretical and numerical study of the flexural behaviour of BFRP RC beams

Autorzy Pawłowski, D.  Szumigała, M. 
Treść / Zawartość
Warianty tytułu
Języki publikacji EN
EN Fiber-reinforced polymer (FRP) bars are a relatively new reinforcement material used in civil engineering. This type of reinforcement has low modulus of elasticity and high tensile strength. Hence, the behaviour of FRP reinforced concrete (RC) members is significantly different to that of traditional steel RC. This paper presents the results of numerical and theoretical studies of the flexural behaviour of simply supported basalt fiber-reinforced polymer (BFRP) RC beams under short-term static loads. The numerical analysis was performed using the finite element method (FEM). The main goal of this paper was to investigate deflections and failure mechanisms of BFRP RC members depending on the reinforcement ratio. The results of the numerical analysis were examined and compared with code formulations.
Słowa kluczowe
EN FEM analysis   composite materials   BFRP reinforcement   BFRP RC beams  
Wydawca Instytut Podstawowych Problemów Techniki PAN
Czasopismo Engineering Transactions
Rocznik 2016
Tom Vol. 64, iss. 2
Strony 213--223
Opis fizyczny Bibliogr. 16 poz., rys., tab., wykr.
autor Pawłowski, D.
autor Szumigała, M.
  • Poznań University of Technology Institute of Structural Engineering Piotrowo 5, 60-965 Poznań, Poland
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PL Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę.
Kolekcja BazTech
Identyfikator YADDA bwmeta1.element.baztech-4f560464-7ba8-4b01-9b84-482e117b8faa