Effect of polypropylene fibers on the development lengths of reinforcement bars of slabs. (December 2021)
- Record Type:
- Journal Article
- Title:
- Effect of polypropylene fibers on the development lengths of reinforcement bars of slabs. (December 2021)
- Main Title:
- Effect of polypropylene fibers on the development lengths of reinforcement bars of slabs
- Authors:
- Kumbasaroglu, Atila
Yalciner, Kürşad
Yalciner, Hakan
Turan, Ahmet I.
Celik, Alper - Abstract:
- Highlights: More strain in tensile rebars under flexural strength increases bond strength and reduces slip. According to the ACI 318-02, the ratio of the theoretical development length to the experimental is 1.04. 1.0 % polypropylene fibers regain initial stiffness and loss of energy absorption before cracking. Abstract: Ductile behavior is one of the most important earthquake indicators that must be possessed by structures. Because of the limited tensile strength of concrete, alternative materials such as structural nanosynthetic fibers as three-dimensional reinforcement bars have gained increasing popularity over several decades. However, the contribution of fibers to the development length of reinforcement bars has not been investigated. Therefore, an experimental study was conducted to investigate the effects of polypropylene fibers on the development lengths of reinforcement bars. Thirty-three reinforced concrete (RC) slabs at three different volume fractions of fibers of 0.0, 1.0 and 1.5 % at different embedment lengths of reinforcement bars were investigated under four-point flexural strength tests. Load-displacement curves, energy absorption capacities, ductility ratios and bond-slip relationships were obtained for different embedment lengths of reinforcement bars with three different amounts of fibers in RC concrete slabs. The test results revealed that the predominant effects of fibers on structural behavior pertained to the energy absorption capacities at plasticHighlights: More strain in tensile rebars under flexural strength increases bond strength and reduces slip. According to the ACI 318-02, the ratio of the theoretical development length to the experimental is 1.04. 1.0 % polypropylene fibers regain initial stiffness and loss of energy absorption before cracking. Abstract: Ductile behavior is one of the most important earthquake indicators that must be possessed by structures. Because of the limited tensile strength of concrete, alternative materials such as structural nanosynthetic fibers as three-dimensional reinforcement bars have gained increasing popularity over several decades. However, the contribution of fibers to the development length of reinforcement bars has not been investigated. Therefore, an experimental study was conducted to investigate the effects of polypropylene fibers on the development lengths of reinforcement bars. Thirty-three reinforced concrete (RC) slabs at three different volume fractions of fibers of 0.0, 1.0 and 1.5 % at different embedment lengths of reinforcement bars were investigated under four-point flexural strength tests. Load-displacement curves, energy absorption capacities, ductility ratios and bond-slip relationships were obtained for different embedment lengths of reinforcement bars with three different amounts of fibers in RC concrete slabs. The test results revealed that the predominant effects of fibers on structural behavior pertained to the energy absorption capacities at plastic deformation. It was found that resisting more strains by reinforcement bars with the help of added polypropylene fibers resulted in the regaining of ductile behavior due to the reduced embedment lengths of the reinforcement bars. … (more)
- Is Part Of:
- Case studies in construction materials. Volume 15(2021)
- Journal:
- Case studies in construction materials
- Issue:
- Volume 15(2021)
- Issue Display:
- Volume 15, Issue 2021 (2021)
- Year:
- 2021
- Volume:
- 15
- Issue:
- 2021
- Issue Sort Value:
- 2021-0015-2021-0000
- Page Start:
- Page End:
- Publication Date:
- 2021-12
- Subjects:
- Concrete -- Slab -- Fibers -- Development length
Building materials -- Case studies -- Periodicals
691.05 - Journal URLs:
- http://www.sciencedirect.com/science/journal/22145095 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.cscm.2021.e00680 ↗
- Languages:
- English
- ISSNs:
- 2214-5095
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 21347.xml