A New Approach for Bearing Capacity of SRC Columns with Bond Failure

Abstract:

Article Preview

Bond stress between concrete and shape steel makes both materials cooperate as a whole, but diminished at final stage of loading period. A shear model is established to throw illumination on mechanism of bond failure. Tensile stress in concrete leaded to bond cracks and eventually the bond failure, which is due to the shear passing from concrete to shape steel. A new approach for bearing capacity of SRC columns with bond failure is put forward which based on the equivalent law of shear stress and shear stress distribution of rectangular section for formula derivation, the calculated results are consistent with those of the test.

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Edited by:

Lijuan Li

Pages:

1157-1161

DOI:

10.4028/www.scientific.net/AMR.163-167.1157

Citation:

K. Wu et al., "A New Approach for Bearing Capacity of SRC Columns with Bond Failure", Advanced Materials Research, Vols. 163-167, pp. 1157-1161, 2011

Online since:

December 2010

Export:

Price:

$35.00

In order to see related information, you need to Login.

In order to see related information, you need to Login.