Study on bond strength between shaped-steel and concrete in SRC structures

Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology

Volumn 37, Issue SUPPL. 2, 2005, Pages 511-515

  Yang, Yong ^a,c   Xue, Jian Yang ^b   Zhao, Hong Tie ^b   Nie, Jian Guo ^c   Guo, Zi Xiong ^a  

^a HUAQIAO UNIVERSITY   (China)

^b XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY   (China)

^c TSINGHUA UNIVERSITY   (China)

Author keywords

Bond Strength; Bond anchoring factor; Push out test; SRC (steel reinforced concrete)

Indexed keywords

BOND (MASONRY); BOND STRENGTH (MATERIALS); REGRESSION ANALYSIS; REINFORCED CONCRETE; STEEL;

PUSH-OUT TEST; STEEL REINFORCED CONCRETE (SRC);

COMPOSITE STRUCTURES;

EID: 26644447644     PISSN: 03676234     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

1. Charles W R, Robert C. Shear connector requirements for embedded steel sections [J]. Journal of Structural Engineering, ASCE, 1999, 125(2): 142-151.
2. Charles C W. Bond Stress in embedded steel shapes in concrete. Composite and Mixed Construction [M]. New York published by ASCE, 1984.
3. Bryson J O, Mathey R G.. Surface condition effect on bond strength of steel beams in concrete [J]. Journal of ACI, 1962, 59(3): 397-406.
4. Hawkins N M. Strength of Concrete Encased Steel Beams [J]. Civil Engineering Transaction of the Institution of Australia Engineer, 1973, CE15(1): 39-46.
5. ]Hamdan M, Hunaiti Y. Factors effecting bond strength in composite columns [A]. Proceedings of the 3rd International Conference on Steel-Concrete Composite Structures [C]. Fukuoka, Japan. 1991. 213-218.