Shear connector requirements for embedded steel sections

Journal of Structural Engineering

Volumn 125, Issue 2, 1999, Pages 142-151

  Roeder, Charles W ^a   Chmielowski, Robert ^a   Brown, Colin B ^a,b  

^a UNIVERSITY OF WASHINGTON   (United States)

^b Oregon State University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BOND STRENGTH (MATERIALS); CONCRETE REINFORCEMENTS; CONNECTORS (STRUCTURAL); CYCLIC LOADS; REINFORCED CONCRETE; SHEAR STRESS; STRUCTURAL ANALYSIS;

BOND STRESS; ENCASED STEEL STRUCTURES; SHEAR CONNECTORS; STEEL REINFORCED CONCRETE (SRC);

STEEL STRUCTURES;

EID: 0033074966     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:2(142)     Document Type: Article

References (15)

1. ACI Committee 318. (1995). "Building code requirements for structural concrete." ACI 318-95, American Concrete Institute, Farmington Hills, Mich.
2. ACI Committee 318. (1995). "Commentary." ACI 318R-95, American Concrete Inst., Farmington Hills, Mich.
3. AIJ. (1991). AIJ standards for structural calculation of steel reinforced concrete structures. Architectural Institute of Japan, Shiba, Japan.
4. AISC. (1994). Manual of steel construction: Load and resistance factor design, 2nd Ed., American Institute of Steel Construction, Chicago, Illinois.
5. Brown, C. B. (1966). "Bond failure between steel and concrete." J. of the Franklin Inst., 282(5), 271-290.
6. Bryson, J. O., and Mathey, R. G. (1962). "Surface condition effect on bond strength of steel beams embedded in concrete." J. Am. Concrete Inst., 59(3), 397-405.
7. Chmielowski, R. A. (1997). "Force transfer in steel columns encased in concrete," MS thesis, University of Washington, Seattle, Wash.
8. Emoto, J. (1996). "Bond shear demand in composite concrete and steel members," MS thesis, University of Washington, Seattle, Wash.
9. EUROCODE No. 4. (1990). Design of composite steel and concrete structures. Part 1: General rules for buildings. Commission of European Communities, Luxembourg.
10. Hamdan, M., and Hunaiti, Y. (1991). "Factors affecting bond strength in composite columns." Proc., 3rd Int. Conf. on Steel-Concrete Composite Structures, Association for International Cooperation and Research in Steel-Concrete Composites, Fukuoka, Japan, 213-218.
11. Hawkins, N. M. (1973). "Strength of concrete encased steel beams." Civ. Engrg. Trans. Inst. of Engrgs., CE15(1), (2), 39-46.
12. Roeder, C. W. (1984). "Bond stress in embedded steel shapes in concrete." Composite and Mixed Construction, Proceedings of the U.S./ Japan Joint Seminar, Charles W. Roeder, Ed., New York, 277-240.
13. Wium, J. A., and Lebet, J. P. (1991). Composite columns: Force transfer from steel section to concrete encasement. Ecole Polytechnique Federale, Lausanne, Switzerland.
14. Wium, J. A., and Lebet, J. P. (1992). Force transfer in composite columns consisting of embedded HEB 300 and HEB 400 sections. Ecole Polytechnique Federale, Lausanne, Switzerland.
15. Womersley, W. D. (1927). "Bond between concrete and steel." Concrete and Constr. Engrg., 22(2), 153-159.