Bond Performance of Ribbed Type of GFRP Rebar to Concrete at High Temperature
This study focuses on the bond performance of ribbed type of glass fiber reinforced polymer (GFRP) rebar to concrete at high temperature and discusses the results of pullout tests. Pullout tests of ribbed type of GFRP rebars embedded in concrete are conducted to obtain an accurate bond stress-slip laws and also to closely observe the state of the surface of pulled-out rebars at failure to accurately categorize the mode of failure. The effect of temperature on the bond strength is Similar trends can be seen for all the GFRP rebars; relatively high bond strength is seen at room temperature. As the internal temperature increase to approximately 60~100°C, a reduction in the bond strength can be seen.
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Availability:
- Find a library where document is available. Order URL: http://www.iabse.org/publications/iabsereports/vol.96/index.php
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Corporate Authors:
International Association for Bridge and Structural Engineering
ETH-Honggerberg, Wolfgang-Pauli-Strasse 15
Zurich 8093, Switzerland CH-8093 -
Authors:
- Sim, Jongsung
- Moon, Do Yung
- Kang, Taesung
- Park, Jisoo
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Conference:
- IABSE Symposium Bangkok 2009. Sustainable Infrastructure. Environment Friendly, Safe and Resource Efficient
- Location: Bangkok , Thailand
- Date: 2009-9-9 to 2009-9-11
- Publication Date: 2009
Language
- English
Media Info
- Media Type: DVD
- Edition: Volume 96
- Features: Figures; Photos; References; Tables;
- Pagination: 7p
- Monograph Title: Sustainable Infrastructure. Environment Friendly, Safe and Resource Efficient. IABSE Symposium Bangkok 2009
Subject/Index Terms
- TRT Terms: Bonding; Concrete; Fiber reinforced polymers; Glass fibers; High temperature; Pull out test; Reinforcing bars
- Uncontrolled Terms: Ribbed bars
- Subject Areas: Bridges and other structures; Materials; I32: Concrete;
Filing Info
- Accession Number: 01226355
- Record Type: Publication
- Files: TRIS
- Created Date: Nov 17 2010 7:23AM