Bond strength of the interface between normal concrete substrate and GUSMRC repair material overlay. (20th August 2019)
- Record Type:
- Journal Article
- Title:
- Bond strength of the interface between normal concrete substrate and GUSMRC repair material overlay. (20th August 2019)
- Main Title:
- Bond strength of the interface between normal concrete substrate and GUSMRC repair material overlay
- Authors:
- Abo Sabah, S.H.
Hassan, M.H.
Muhamad Bunnori, N.
Megat Johari, M.A. - Abstract:
- Highlights: We examine the bond characteristics between NC substrate and GUSMRC repair material. The bond strength increases as the age of the NC/GUSMRC composite increases. The sand blasting surface treatment enhances the bond strength more than the grinding treatment. GUSMRC seems to be a very promising material for the repair and rehabilitation of RC structures. Abstract: This study investigated the interfacial bond strength between a new Green Universiti Sains Malaysia Reinforced Concrete (GUSMRC) as a repair material and the existing normal concrete substrate (NC) using two methods of surface treatment: grooving and sandblasting. The bond strength was evaluated via the slant shear, splitting tensile, and pull-off strength tests at 7, 28, and 90 days. The results showed that the bond strength of the NC/GUSMRC composite was extremely high, especially with the sandblasting surface treatment. The slant shear results showed that the specimens with sandblasting surface treatment showed almost 1.5 times higher slant shear strength than the strength of those with the grooving surface treatment at the three tested ages. The splitting strengths of the sandblasted samples were 8.3%, 20.7%, and 18.5% higher than the strengths of the grooved samples at 7, 28, and 90 days, respectively. Similarly, the pull-off strengths of the sandblasted specimens were 2.3%, 10%, and 14.5% higher at 7, 28, and 90 days, respectively. The bond strength increased as the age of the composite increased.Highlights: We examine the bond characteristics between NC substrate and GUSMRC repair material. The bond strength increases as the age of the NC/GUSMRC composite increases. The sand blasting surface treatment enhances the bond strength more than the grinding treatment. GUSMRC seems to be a very promising material for the repair and rehabilitation of RC structures. Abstract: This study investigated the interfacial bond strength between a new Green Universiti Sains Malaysia Reinforced Concrete (GUSMRC) as a repair material and the existing normal concrete substrate (NC) using two methods of surface treatment: grooving and sandblasting. The bond strength was evaluated via the slant shear, splitting tensile, and pull-off strength tests at 7, 28, and 90 days. The results showed that the bond strength of the NC/GUSMRC composite was extremely high, especially with the sandblasting surface treatment. The slant shear results showed that the specimens with sandblasting surface treatment showed almost 1.5 times higher slant shear strength than the strength of those with the grooving surface treatment at the three tested ages. The splitting strengths of the sandblasted samples were 8.3%, 20.7%, and 18.5% higher than the strengths of the grooved samples at 7, 28, and 90 days, respectively. Similarly, the pull-off strengths of the sandblasted specimens were 2.3%, 10%, and 14.5% higher at 7, 28, and 90 days, respectively. The bond strength increased as the age of the composite increased. Therefore, GUSMRC has great potential in the rehabilitation of RC structures. … (more)
- Is Part Of:
- Construction & building materials. Volume 216(2019)
- Journal:
- Construction & building materials
- Issue:
- Volume 216(2019)
- Issue Display:
- Volume 216, Issue 2019 (2019)
- Year:
- 2019
- Volume:
- 216
- Issue:
- 2019
- Issue Sort Value:
- 2019-0216-2019-0000
- Page Start:
- 261
- Page End:
- 271
- Publication Date:
- 2019-08-20
- Subjects:
- Ultra-high performance concrete -- Bond strength -- Repair material -- Concrete rehabilitation -- Normal concrete substrate
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2019.04.270 ↗
- 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:
- 10980.xml