Performance evaluation of RPC exposed to high temperature combining ultrasonic test: A case study. (30th December 2017)
- Record Type:
- Journal Article
- Title:
- Performance evaluation of RPC exposed to high temperature combining ultrasonic test: A case study. (30th December 2017)
- Main Title:
- Performance evaluation of RPC exposed to high temperature combining ultrasonic test: A case study
- Authors:
- Gong, Jianqing
Deng, Guoqi
Shan, Bo - Abstract:
- Highlights: Relatively bigger specimens employed to reveal the residual compressive strength of RPC exposed to elevated temperature. Ultrasonic testing involved for performance evaluation of RPC subjected to fire. Establishment of compressive strength-ultrasonic velocity curves of damaged RPC after fire exposure. Abstract: Reactive powder concrete (RPC) with different volume fractions of steel fibers were fabricated into test specimens with dimensions of 100 × 100×100 mm for compressive strength tests and ultrasonic tests at 20, 100, 200, 300, 400, 500, 600, 700 and 800 °C, respectively. The testing results indicated that as the steel fiber content increased, the critical temperature of the explosive spalling of RPC increased correspondingly. It is also found that the incorporation of 2.5% steel fibers can effectively inhibit explosive spalling. Additionally, when the target temperature rose, the rate of mass loss of the steel-fiber-reinforced RPC increased (quickly at the beginning and slowly thereafter), and the critical temperature was determined to be 300 °C. The influence of variation in the steel fiber content on the mass loss rate of the RPC was relatively less. Moreover, the ultrasonic pulse velocity of the steel-fiber-reinforced RPC showed a decreasing trend as the temperature rose, and the descending rate initially accelerated and then slowed down. A regression equation was established, to show the correlation of the ultrasonic pulse velocity and compressiveHighlights: Relatively bigger specimens employed to reveal the residual compressive strength of RPC exposed to elevated temperature. Ultrasonic testing involved for performance evaluation of RPC subjected to fire. Establishment of compressive strength-ultrasonic velocity curves of damaged RPC after fire exposure. Abstract: Reactive powder concrete (RPC) with different volume fractions of steel fibers were fabricated into test specimens with dimensions of 100 × 100×100 mm for compressive strength tests and ultrasonic tests at 20, 100, 200, 300, 400, 500, 600, 700 and 800 °C, respectively. The testing results indicated that as the steel fiber content increased, the critical temperature of the explosive spalling of RPC increased correspondingly. It is also found that the incorporation of 2.5% steel fibers can effectively inhibit explosive spalling. Additionally, when the target temperature rose, the rate of mass loss of the steel-fiber-reinforced RPC increased (quickly at the beginning and slowly thereafter), and the critical temperature was determined to be 300 °C. The influence of variation in the steel fiber content on the mass loss rate of the RPC was relatively less. Moreover, the ultrasonic pulse velocity of the steel-fiber-reinforced RPC showed a decreasing trend as the temperature rose, and the descending rate initially accelerated and then slowed down. A regression equation was established, to show the correlation of the ultrasonic pulse velocity and compressive strength with temperature for RPC exposed to elevated temperatures. … (more)
- Is Part Of:
- Construction & building materials. Volume 157(2017)
- Journal:
- Construction & building materials
- Issue:
- Volume 157(2017)
- Issue Display:
- Volume 157, Issue 2017 (2017)
- Year:
- 2017
- Volume:
- 157
- Issue:
- 2017
- Issue Sort Value:
- 2017-0157-2017-0000
- Page Start:
- 194
- Page End:
- 202
- Publication Date:
- 2017-12-30
- Subjects:
- Reactive powder concrete -- High temperature -- Ultrasonic test -- Compressive strength -- Strength-ultrasonic velocity curve
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2017.08.140 ↗
- 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:
- 4771.xml