Triaxial compressive strength experiment study of recycled aggregate concrete after high temperatures. (30th November 2017)
- Record Type:
- Journal Article
- Title:
- Triaxial compressive strength experiment study of recycled aggregate concrete after high temperatures. (30th November 2017)
- Main Title:
- Triaxial compressive strength experiment study of recycled aggregate concrete after high temperatures
- Authors:
- Meng, Ercong
Yu, Yalin
Yuan, Jun
Qiao, Ke
Su, Yisheng - Abstract:
- Highlights: Recycled aggregate concrete (RAC) tested under triaxial stress after high temperatures. Influence of replacement rate, lateral confining stress and high temperatures to triaxial strength of RAC was discussed. Triaxial strength is almost equal to each other when temperatures do not exceed 400 °C. Triaxial strength calculation formula of RAC is suggested. Abstract: To study the triaxial compressive properties of recycled aggregate concrete (RAC) after high temperature, 100 Ф100 mm × 200 mm cylindrical RAC specimens with different replacement rate (0%, 30%, 70%, 100%) were fabricated to the conventional triaxial experiment (with the lateral confining stress of 0 MPa, 5 MPa, 10 MPa, 15 MPa and 20 MPa) after exposure to different high temperatures (20 °C, 200 °C, 300 °C, 400 °C, 500 °C). The results show that the specimens present longitudinal splitting failure form when under uniaxial stress condition and inclined plane shear or flake splitting failure form when under triaxial stress condition. The triaxial compressive strength presents the trend of decreasing → increasing → decreasing with the increase of replacement rate. Improving lateral confining stress can effectively improve the compressive strength of RAC. The triaxial strength of specimens is almost equal to each other when the temperatures do not exceed 400 °C. After 500 °C high temperature, the triaxial strength will gradually decrease, but the decrease amplitude is far less than that of uniaxial strength.Highlights: Recycled aggregate concrete (RAC) tested under triaxial stress after high temperatures. Influence of replacement rate, lateral confining stress and high temperatures to triaxial strength of RAC was discussed. Triaxial strength is almost equal to each other when temperatures do not exceed 400 °C. Triaxial strength calculation formula of RAC is suggested. Abstract: To study the triaxial compressive properties of recycled aggregate concrete (RAC) after high temperature, 100 Ф100 mm × 200 mm cylindrical RAC specimens with different replacement rate (0%, 30%, 70%, 100%) were fabricated to the conventional triaxial experiment (with the lateral confining stress of 0 MPa, 5 MPa, 10 MPa, 15 MPa and 20 MPa) after exposure to different high temperatures (20 °C, 200 °C, 300 °C, 400 °C, 500 °C). The results show that the specimens present longitudinal splitting failure form when under uniaxial stress condition and inclined plane shear or flake splitting failure form when under triaxial stress condition. The triaxial compressive strength presents the trend of decreasing → increasing → decreasing with the increase of replacement rate. Improving lateral confining stress can effectively improve the compressive strength of RAC. The triaxial strength of specimens is almost equal to each other when the temperatures do not exceed 400 °C. After 500 °C high temperature, the triaxial strength will gradually decrease, but the decrease amplitude is far less than that of uniaxial strength. Based on test data and some related theories, the triaxial strength calculation formula of RAC with different replacement rate after high temperatures was given. And it can provide some references for the related research and practical engineering application of RAC. … (more)
- Is Part Of:
- Construction & building materials. Volume 155(2017)
- Journal:
- Construction & building materials
- Issue:
- Volume 155(2017)
- Issue Display:
- Volume 155, Issue 2017 (2017)
- Year:
- 2017
- Volume:
- 155
- Issue:
- 2017
- Issue Sort Value:
- 2017-0155-2017-0000
- Page Start:
- 542
- Page End:
- 549
- Publication Date:
- 2017-11-30
- Subjects:
- Recycled aggregate concrete -- Experiment study -- High temperatures -- Triaxial compressive strength
Building materials -- Periodicals
624.18 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09500618 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.conbuildmat.2017.08.101 ↗
- 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:
- 4744.xml