Behavior of polyester FRP tube encased recycled aggregate concrete with recycled clay brick aggregate: Size and slenderness ratio effects. (15th November 2017)
- Record Type:
- Journal Article
- Title:
- Behavior of polyester FRP tube encased recycled aggregate concrete with recycled clay brick aggregate: Size and slenderness ratio effects. (15th November 2017)
- Main Title:
- Behavior of polyester FRP tube encased recycled aggregate concrete with recycled clay brick aggregate: Size and slenderness ratio effects
- Authors:
- Huang, Liang
Chen, Liuxin
Yan, Libo
Kasal, Bohumil
Jiang, Yuxin
Liu, Changyi - Abstract:
- Highlights: PFRP tube significantly increases the ductility of RAC-RCBA cylinders. Size and slenderness ratio affect the strength at the transitional point ( f ct ) . Wall effect existed in the small sized specimens. Size-dependent model was proposed and fit well with the experimental results. Abstract: Compared with normal aggregate concrete, recycled aggregate concrete (RAC) containing recycled clay brick coarse aggregates (termed as RAC-RCBA) shows very lower compressive strength and larger variation in compressive strength, which hinder the application of RAC-RCBA as structural concrete. This study used polyester FRP (PFRP) as confining material of RAC-RCBA cylinders to improve the strength of RAC-RCBA. The axial compressive behavior of 42 PFRP tube encased RAC-RCBA cylinders (termed as PFRP confined RAC-RCBA) and 24 unconfined RAC-RCBA cylinders were investigated. Compared with conventional glass/carbon FRP (G/CFRP) materials, the main advantages to use PFRP are its much lower material cost and much larger tensile strain capacity. In this study, the experimental parameters considered were: (1) strength, (2) size, and (3) slenderness ratio of RAC-RCBA cylindrical specimens. Statistical analysis was also conducted to investigate the size effect and the slenderness ratio effect. The experimental results indicated that compared with conventional G/CFRP composites, the PFRP had a significantly lower tensile strength and modulus, but a much larger tensile strain at failure.Highlights: PFRP tube significantly increases the ductility of RAC-RCBA cylinders. Size and slenderness ratio affect the strength at the transitional point ( f ct ) . Wall effect existed in the small sized specimens. Size-dependent model was proposed and fit well with the experimental results. Abstract: Compared with normal aggregate concrete, recycled aggregate concrete (RAC) containing recycled clay brick coarse aggregates (termed as RAC-RCBA) shows very lower compressive strength and larger variation in compressive strength, which hinder the application of RAC-RCBA as structural concrete. This study used polyester FRP (PFRP) as confining material of RAC-RCBA cylinders to improve the strength of RAC-RCBA. The axial compressive behavior of 42 PFRP tube encased RAC-RCBA cylinders (termed as PFRP confined RAC-RCBA) and 24 unconfined RAC-RCBA cylinders were investigated. Compared with conventional glass/carbon FRP (G/CFRP) materials, the main advantages to use PFRP are its much lower material cost and much larger tensile strain capacity. In this study, the experimental parameters considered were: (1) strength, (2) size, and (3) slenderness ratio of RAC-RCBA cylindrical specimens. Statistical analysis was also conducted to investigate the size effect and the slenderness ratio effect. The experimental results indicated that compared with conventional G/CFRP composites, the PFRP had a significantly lower tensile strength and modulus, but a much larger tensile strain at failure. The PFRP tube enhanced the ductility of the RAC-RCBA cylinders remarkably, while the enhancement on the compressive strength of RAC-RCBA by PFRP was not so pronounced as that by carbon/CFRP tubes. It was also found that the size and the slenderness ratio influenced the compressive strength of the RAC cylinders at the transitional point ( f ct ) remarkably, and the f ct decreased with the increase in size and slenderness ratio for middle, large and tall sized cylinders. In addition, a size-dependent model for f ct was proposed and the predictions fitted well with the experimental results, the applicability of the proposed model for other weakly confined RAC-RCBA was also verified through the comparison with the experimental results of flax FRP tube confined RAC-RCBA. … (more)
- Is Part Of:
- Construction & building materials. Volume 154(2017)
- Journal:
- Construction & building materials
- Issue:
- Volume 154(2017)
- Issue Display:
- Volume 154, Issue 2017 (2017)
- Year:
- 2017
- Volume:
- 154
- Issue:
- 2017
- Issue Sort Value:
- 2017-0154-2017-0000
- Page Start:
- 123
- Page End:
- 136
- Publication Date:
- 2017-11-15
- Subjects:
- Recycled aggregate concrete (RAC) -- Recycled clay brick aggregate (RCBA) -- Polyester fiber reinforced polymer (PFRP) -- Confinement -- Compressive behavior -- Size effect -- Slenderness ratio effect
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2017.07.197 ↗
- Languages:
- English
- ISSNs:
- 0950-0618
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3420.950900
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 5466.xml