Bond behavior between GFRP bars and coral aggregate concrete. (15th February 2023)
- Record Type:
- Journal Article
- Title:
- Bond behavior between GFRP bars and coral aggregate concrete. (15th February 2023)
- Main Title:
- Bond behavior between GFRP bars and coral aggregate concrete
- Authors:
- Zhou, Wen
Feng, Peng
Lin, Hongwei
Zhou, Peizhao - Abstract:
- Highlights: Bond behavior and failure mode of FRP rebar embedded in coral aggregate concrete (CAC) were investigated by direct pull-out test. Influences of investigated variables on bond behavior were evaluated. Empirical bond-slip laws for splitting and pullout failure modes were proposed. A new mechanical model for pullout failure mode was established built on the failure criterion of CAC. Abstract: The utilization of coral aggregate concrete (CAC) in marine construction has drawn the attention of engineers and researchers in recent years. Due to the high content of chloride in CAC induced by coral aggregates and sea water, reinforcing CAC with traditional material, i.e., steel, can cause serious corrosion-related durability problems. Replacing steel with corrosion-resistant fiber-reinforced polymer (FRP) has been considered a promising solution. This paper provides insight into the bond behavior between CAC and FRP bars. In total 30 pull-out tests were conducted. The investigated variables included the concrete matrix, FRP bar type, bar diameter, and thickness of concrete cover. Based on the test results, discussions on the bond failure modes, influencing factors of bond strength and bond stress-slip relationship were presented. For splitting failure mode and pullout failure mode, empirical bond stress-slip models were proposed respectively. Adopting the failure criterion of CAC proposed in a previous study, a mechanical model for bond strength under pullout failure modeHighlights: Bond behavior and failure mode of FRP rebar embedded in coral aggregate concrete (CAC) were investigated by direct pull-out test. Influences of investigated variables on bond behavior were evaluated. Empirical bond-slip laws for splitting and pullout failure modes were proposed. A new mechanical model for pullout failure mode was established built on the failure criterion of CAC. Abstract: The utilization of coral aggregate concrete (CAC) in marine construction has drawn the attention of engineers and researchers in recent years. Due to the high content of chloride in CAC induced by coral aggregates and sea water, reinforcing CAC with traditional material, i.e., steel, can cause serious corrosion-related durability problems. Replacing steel with corrosion-resistant fiber-reinforced polymer (FRP) has been considered a promising solution. This paper provides insight into the bond behavior between CAC and FRP bars. In total 30 pull-out tests were conducted. The investigated variables included the concrete matrix, FRP bar type, bar diameter, and thickness of concrete cover. Based on the test results, discussions on the bond failure modes, influencing factors of bond strength and bond stress-slip relationship were presented. For splitting failure mode and pullout failure mode, empirical bond stress-slip models were proposed respectively. Adopting the failure criterion of CAC proposed in a previous study, a mechanical model for bond strength under pullout failure mode was developed. Comparisons with test results validated that the proposed models provide reasonable predictions for the bond properties between GFRP bars and CAC. … (more)
- Is Part Of:
- Composite structures. Volume 306(2023)
- Journal:
- Composite structures
- Issue:
- Volume 306(2023)
- Issue Display:
- Volume 306, Issue 2023 (2023)
- Year:
- 2023
- Volume:
- 306
- Issue:
- 2023
- Issue Sort Value:
- 2023-0306-2023-0000
- Page Start:
- Page End:
- Publication Date:
- 2023-02-15
- Subjects:
- Coral aggregate concrete (CAC) -- Fiber-reinforced polymer (FRP) -- Bond strength -- Bond stress-slip relationship
Composite construction -- Periodicals
Composites -- Périodiques
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/02638223 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.compstruct.2022.116567 ↗
- Languages:
- English
- ISSNs:
- 0263-8223
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3364.970000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 24860.xml