Review of design parameters for FRP-RC members detailed according to ACI 440.1R-06

Fares Jnaid; Riyad Aboutaha

doi:10.12989/cac.2013.11.2.105

Review of design parameters for FRP-RC members detailed according to ACI 440.1R-06

Fares Jnaid, Riyad Aboutaha

Department of Civil & Environmental Engineering

Research output: Contribution to journal › Review article › peer-review

6 Scopus citations

Abstract

This paper investigates the parameters that control the design of Fiber Reinforced Polymer (FRP) reinforced concrete flexural members proportioned following the ACI 440.1R-06. It investigates the critical parameters that control the flexural design, such as the deflection limits, crack limits, flexural capacity, concrete compressive strength, beam span and cross section, and bar diameter, at various Mean-Ambient Temperatures (MAT). The results of this research suggest that the deflection and cracking requirements are the two most controlling limits for FRP reinforced concrete flexural members.

Original language	English (US)
Pages (from-to)	105-121
Number of pages	17
Journal	Computers and Concrete
Volume	11
Issue number	2
DOIs	https://doi.org/10.12989/cac.2013.11.2.105
State	Published - Feb 2013

Keywords

Cracking
Deflection
Flexural strength
GFRP
Reinforcement ratio
Steel

ASJC Scopus subject areas

Computational Mechanics

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10.12989/cac.2013.11.2.105

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title = "Review of design parameters for FRP-RC members detailed according to ACI 440.1R-06",

abstract = "This paper investigates the parameters that control the design of Fiber Reinforced Polymer (FRP) reinforced concrete flexural members proportioned following the ACI 440.1R-06. It investigates the critical parameters that control the flexural design, such as the deflection limits, crack limits, flexural capacity, concrete compressive strength, beam span and cross section, and bar diameter, at various Mean-Ambient Temperatures (MAT). The results of this research suggest that the deflection and cracking requirements are the two most controlling limits for FRP reinforced concrete flexural members.",

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N2 - This paper investigates the parameters that control the design of Fiber Reinforced Polymer (FRP) reinforced concrete flexural members proportioned following the ACI 440.1R-06. It investigates the critical parameters that control the flexural design, such as the deflection limits, crack limits, flexural capacity, concrete compressive strength, beam span and cross section, and bar diameter, at various Mean-Ambient Temperatures (MAT). The results of this research suggest that the deflection and cracking requirements are the two most controlling limits for FRP reinforced concrete flexural members.

AB - This paper investigates the parameters that control the design of Fiber Reinforced Polymer (FRP) reinforced concrete flexural members proportioned following the ACI 440.1R-06. It investigates the critical parameters that control the flexural design, such as the deflection limits, crack limits, flexural capacity, concrete compressive strength, beam span and cross section, and bar diameter, at various Mean-Ambient Temperatures (MAT). The results of this research suggest that the deflection and cracking requirements are the two most controlling limits for FRP reinforced concrete flexural members.

KW - Cracking

KW - Deflection

KW - Flexural strength

KW - GFRP

KW - Reinforcement ratio

KW - Steel

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Review of design parameters for FRP-RC members detailed according to ACI 440.1R-06

Abstract

Keywords

ASJC Scopus subject areas

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