ISSN:
1013-9826
Source:
Scientific.Net: Materials Science & Technology / Trans Tech Publications Archiv 1984-2008
Topics:
Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
Notes:
This paper presents an experimental study on the anchorage behaviour of longhigh-strength steel rebars embedded in high-performance concrete (HPC) under both static loadingand fatigue loading. The HPC was designed as C60 with its cube compressive strength larger than 60MPa, and the high-strength steel bar was adopted as HRB500 with its characteristic yield strengthequals 500 MPa. Under 3×106 fatigue loading cycles and then followed by a monotonous staticloading, the strain and the stress state of the reinforcement bar, and the bond stress between theconcrete and the 700 mm-long bar were investigated. Based on the test results and the ANSYS finiteelement analysis, the bond behaviour between HPC and long high-strength steel bars is discussed
Type of Medium:
Electronic Resource
URL:
http://www.tib-hannover.de/fulltexts/2011/0528/01/52/transtech_doi~10.4028%252Fwww.scientific.net%252FKEM.324-325.867.pdf
