A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
FRP reinforced concrete: Reliability of beams designed according to ACI-440 guidelines
The use of FRP (fiber reinforced polymers) as internal reinforcement has gained an increased attention for its potential for improved durability and attendant reduction in the structure's life cycle costs. This fact is easily understood since these materials are noncorrosive and exhibit several properties, such as high tensile strength, that make them suitable for use as structural reinforcement. Additionally, it has been shown that the high tensile strength of FRP is most efficiently used when paired with high-strength concrete. Nevertheless, the safe and economical design of FRP-RC (FRP reinforced concrete) components demands the development of codes and standards tailored to their specificities. In this paper, the evaluation of probabilities of failure associated with flexural ultimate limit states for FRP-RC beams designed according to ACI440 Guidelines is presented.
FRP reinforced concrete: Reliability of beams designed according to ACI-440 guidelines
The use of FRP (fiber reinforced polymers) as internal reinforcement has gained an increased attention for its potential for improved durability and attendant reduction in the structure's life cycle costs. This fact is easily understood since these materials are noncorrosive and exhibit several properties, such as high tensile strength, that make them suitable for use as structural reinforcement. Additionally, it has been shown that the high tensile strength of FRP is most efficiently used when paired with high-strength concrete. Nevertheless, the safe and economical design of FRP-RC (FRP reinforced concrete) components demands the development of codes and standards tailored to their specificities. In this paper, the evaluation of probabilities of failure associated with flexural ultimate limit states for FRP-RC beams designed according to ACI440 Guidelines is presented.
FRP reinforced concrete: Reliability of beams designed according to ACI-440 guidelines
Beton mit faserverstärktem Kunststoff: Zuverlässigkeit von Balken nach Design der ACI-440-Richtlinie
Diniz, Sofia M.C. (author)
2008
8 Seiten, 4 Bilder, 6 Tabellen, 11 Quellen
Conference paper
English
Stahlbeton , Stahlbetonbau , faserverstärkter Kunststoff , Zugfestigkeit , Entwurfstechnik , Spannungs-Dehnungs-Diagramm , Spannungs-Dehnungs-Verhalten , mechanische Eigenschaft , Zugeigenschaft , Bruchspannung , Fehlerquelle , Belastbarkeit , Zuverlässigkeit , Richtlinie , Balken , Träger (Bauwesen)
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