Finite element modeling of reinforced concrete beam-column connections

ACI Structural Journal

Volumn 97, Issue 6, 2000, Pages 886-894

  Baglin, Paul S ^a   Scott, Richard H ^b  

^a UNIVERSITY OF DUNDEE   (United Kingdom)

^b DURHAM UNIVERSITY   (United Kingdom)

Author keywords

Anchorage; Beam column; Reinforced concrete

Indexed keywords

CONCRETE BEAMS AND GIRDERS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; REINFORCED CONCRETE;

BEAM-COLUMN CONNECTIONS;

COLUMNS (STRUCTURAL);

EID: 0034334970     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (8)

1. Scott, R. H., "The Effects of Detailing on Reinforced Concrete Beam-Column Connection Behavior," The Structural Engineer - Journal of the Institution of Structural Engineers, V. 70, No. 18, Sept. 1992, pp. 318-324.
2. Scott, R. H.; Feltham, I.; and Whittle, R. T., "Reinforced Beam-Column Connection and BS8110," The Structural Engineer - Journal of the Institution of Structural Engineers, V. 72, No. 4, Feb. 1994, pp. 55-60.
3. "BS8110 Structural Use of Concrete: Part 1: Code of Practice for Design and Construction," British Standards Institution, London, England, 1985.
4. "BS8110 Structural Use of Concrete: Part 2: Code of Practice for Special Circumstances," British Standards Institution, London, England, 1985.
5. CEB, CEB-FIP Model Code 1990, Thomas Telford, London, England, 1993.
6. SBETA Program Documentation, Cervenka Consulting, Prague, March 1992.
7. Kupfer, H.; Hilsdorf, H. K.; and Rusch, H., "Behavior of Concrete under Biaxial Stresses," ACI JOURNAL, Proceedings V. 66, No. 8, Aug. 1969, pp. 656-666.
8. Hamil, S. J., "Reinforced Concrete Beam-Column Connection Behavior," PhD thesis, University of Durham, England, 2000, pp. 34-51.