Journal Article10.1061/(ASCE)1090-0268(2001)5:1(62)
FRP-Confined Concrete Model
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TL;DR: In this article, a uniaxial model for concrete confined with fiber-reinforced polymers (FRP), but also with steel jackets or conventional transverse reinforcement, is presented.
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Abstract: A uniaxial model for concrete confined with fiber-reinforced polymers (FRP), but also with steel jackets or conventional transverse reinforcement, is presented. The model, which is suitable to be i...
read more
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References
Theoretical stress strain model for confined concrete
TL;DR: In this paper, a stress-strain model for concrete subjected to uniaxial compressive loading and confined by transverse reinforcement is developed for concrete sections with either spiral or circular hoops, or rectangular hoops with or without supplementary cross ties.
A numerical approach to the complete stress-strain curve of concrete
TL;DR: In this article, the authors present the experimental justification of two previously published formulas, Eqs. 2 and 6, for the estimation of the complete stress-strain diagram of concrete.
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A study of the failure of concrete under combined compressive stresses
Frank Erwin Richart,Anton Brandtzæg,Rex Lenoi Brown +2 more
- 01 Jan 1928
TL;DR: In this article, a study of concrete specimens loaded in compression in one, in two, or in three directions at right angles to each other by means of fluid pressures was carried out.
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Fibre beam–column model for non‐linear analysis of r/c frames: part i. formulation
TL;DR: In this article, a fiber beam-column element for non-linear static and dynamic analysis of R/C frames is presented, where the beam and column specimens are subjected to uniaxial and biaxially loading histories with varying axial load.
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Model of Concrete Confined by Fiber Composites
TL;DR: In this article, a simple model is presented to predict the complete bilinear stress-strain response of fiber-reinforced plastic (FRP) confined concrete columns in both axial and lateral directions.
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