Pull-out and bond-slip performance of steel fibers with various ends shapes embedded in polymer-modified concrete. (15th February 2021)
- Record Type:
- Journal Article
- Title:
- Pull-out and bond-slip performance of steel fibers with various ends shapes embedded in polymer-modified concrete. (15th February 2021)
- Main Title:
- Pull-out and bond-slip performance of steel fibers with various ends shapes embedded in polymer-modified concrete
- Authors:
- Esmaeili, Jamshid
Andalibi, Keyvan
Gencel, Osman
Maleki, Farshid Khosravi
Maleki, Vahid Arab - Abstract:
- Highlights: Impact of geometric shape of fiber ends and fiber diameter were studied. Impact of diameter and hook angle on bond characteristics of fibers was also studied. Pull-out performance of steel fibers in polymer based concrete was determined. Interaction among fibers and polymer composite is predicted. Experimental test results were compared with finite element method. Abstract: The bond-slip behavior between matrix and fibers highly depends on the geometric and mechanical characteristics of fibers. Thus, by considering various geometric of fiber end shapes, the pull-out behavior of steel fibers from polymer-modified concrete is studied in the present study. For that, a three-dimensional non-linear finite element method is employed for simulations. For considering more real guess, interaction among matrix and fibers is simulated via Interfacial Transition Zone (ITZ), and its factors are attained from experimental results of the fiber pull-out test. After validating the results, the effect of geometric parameters of the fibers end shape on the bond-slip properties with polymer composite is investigated. The results from the load-slip curves indicate that there are different mechanisms in the behavior of the fibers depending on the diameter and angle of the fibers. For fibers with 2 mm diameter, increasing the angle of the hook from 0 to 90 degrees increases the pull-out force of hook and half-hook fibers by about 35% and 15%, respectively. Whereas a further increase inHighlights: Impact of geometric shape of fiber ends and fiber diameter were studied. Impact of diameter and hook angle on bond characteristics of fibers was also studied. Pull-out performance of steel fibers in polymer based concrete was determined. Interaction among fibers and polymer composite is predicted. Experimental test results were compared with finite element method. Abstract: The bond-slip behavior between matrix and fibers highly depends on the geometric and mechanical characteristics of fibers. Thus, by considering various geometric of fiber end shapes, the pull-out behavior of steel fibers from polymer-modified concrete is studied in the present study. For that, a three-dimensional non-linear finite element method is employed for simulations. For considering more real guess, interaction among matrix and fibers is simulated via Interfacial Transition Zone (ITZ), and its factors are attained from experimental results of the fiber pull-out test. After validating the results, the effect of geometric parameters of the fibers end shape on the bond-slip properties with polymer composite is investigated. The results from the load-slip curves indicate that there are different mechanisms in the behavior of the fibers depending on the diameter and angle of the fibers. For fibers with 2 mm diameter, increasing the angle of the hook from 0 to 90 degrees increases the pull-out force of hook and half-hook fibers by about 35% and 15%, respectively. Whereas a further increase in hook angle reduces pull-out parameters of the hook-shaped fibers. … (more)
- Is Part Of:
- Construction & building materials. Volume 271(2021)
- Journal:
- Construction & building materials
- Issue:
- Volume 271(2021)
- Issue Display:
- Volume 271, Issue 2021 (2021)
- Year:
- 2021
- Volume:
- 271
- Issue:
- 2021
- Issue Sort Value:
- 2021-0271-2021-0000
- Page Start:
- Page End:
- Publication Date:
- 2021-02-15
- Subjects:
- Polymer cement paste -- Pull-out behavior -- Hook-shaped fibers -- Half-hook-shaped fibers -- Experimental test -- ITZ
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2020.121531 ↗
- 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:
- 22636.xml