A New Design-Oriented Model of Glass Fiber-Reinforced Polymer-Reinforced Hollow Concrete Columns
Article
| Article Title | A New Design-Oriented Model of Glass Fiber-Reinforced |
|---|---|
| ERA Journal ID | 4142 |
| Article Category | Article |
| Authors | Alajarmeh, O. S., Manalo, A. C., Benmokrane, B., Karunasena, W., Ferdous, W. and Mendis, P. |
| Journal Title | ACI Structural Journal |
| Journal Citation | 117 (2), pp. 141-156 |
| Article Number | 117-S36 |
| Number of Pages | 16 |
| Year | 2020 |
| Publisher | American Concrete Institute |
| Place of Publication | United States |
| ISSN | 0889-3241 |
| 1944-7361 | |
| Digital Object Identifier (DOI) | https://doi.org/10.14359/51720204 |
| Web Address (URL) | https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?m=details&id=51720204 |
| Abstract | Hollow concrete columns (HCCs) reinforced with glass fiber-reinforced polymer (GFRP) bars and spirals are considered an effective design solution for bridge piers, electric poles, and ground piles because they use less material and maximize the strength-toweight ratio. HCC behavior is affected by critical design parameters such as inner-to-outer diameter ratio, reinforcement and volumetric ratios, and concrete compressive strength. This paper proposes a new design-oriented model based on the plasticity theory of concrete and considering the critical design parameters to accurately describe the compressive load-strain behavior of GFRP-reinforced HCCs under monotonic and concentric loading. The validity of the proposed model was evaluated against experimental test results for 14 full-scale hollow concrete columns reinforced with GFRP bars and spirals. The results demonstrated that the proposed design-oriented model was accurate and yielded a very good agreement with the axial compressive load behavior of GFRP-reinforced hollow concrete columns. |
| Keywords | concrete modeling; confinement; design-oriented; glass fiber-reinforced polymer (GFRP) bars; glass fiber-reinforced polymer (GFRP) spirals |
| ANZSRC Field of Research 2020 | 400510. Structural engineering |
| 400505. Construction materials | |
| 401602. Composite and hybrid materials | |
| Byline Affiliations | School of Civil Engineering and Surveying |
| University of Sherbrooke, Canada | |
| Centre for Future Materials | |
| University of Melbourne | |
| Institution of Origin | University of Southern Queensland |
https://research.usq.edu.au/item/q5v92/a-new-design-oriented-model-of-glass-fiber-reinforced-polymer-reinforced-hollow-concrete-columns
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