Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/111269
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Type: Conference paper
Title: Extended constitutive model for FRP-confined concrete in circular sections
Author: Gholampour, A.
Ozbakkaloglu, T.
Citation: Proceedings of the International Conference on Advanced Material Research and Application (AMRA 2016), as published in Advanced Materials Research, 2017 / vol.1142, pp.349-354
Publisher: Trans Tech Publications
Publisher Place: Switzerland
Issue Date: 2017
ISBN: 9783038357995
ISSN: 1662-8985
1662-8985
Conference Name: International Conference on Advanced Material Research and Application (AMRA) (13 Aug 2016 - 14 Aug 2016 : Guilin, China)
Statement of
Responsibility: 
Aliakbar Gholampour, Togay Ozbakkloglu
Abstract: This study presents an extended finite element (FE) model based on concrete damage-plasticity approach for fiber-reinforced polymer (FRP)-confined normal-strength and high-strength concrete (NSC and HSC). The proposed model is based on Lubliner’s model and it accurately incorporates the effects of confinement level, concrete strength, and nonlinear dilation behavior. Failure surface and flow rule were established using an up-to-date database. In order to validate the extended damage-plasticity model, finite element (FE) model is developed for specimens under a wide range of confining pressures. The results indicate that the model predictions of FRP-confined NSC and HSC are in good agreement with the experimental results.
Keywords: FRP-Confined Concrete; Damage-Plasticity; Finite Element Model; Stress-Strain Relations
Rights: © 2017 Trans Tech Publications, Switzerland
RMID: 0030084102
DOI: 10.4028/www.scientific.net/AMR.1142.349
Published version: https://www.scientific.net/AMR.1142/book
Appears in Collections:Civil and Environmental Engineering publications

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