Experimental evaluation of strut-and-tie model applied to deep beam with opening

ACI Structural Journal

Volumn 97, Issue 1, 2000, Pages 142-148

  Maxwell, Brian S ^a   Breen, John E ^b  

^a KPFF CONSULTING ENGINEERS   (United States)

^b UNIVERSITY OF TEXAS AT AUSTIN   (United States)

Author keywords

Deep beams; Openings; Structural concretes

Indexed keywords

CONCRETES; MATHEMATICAL MODELS; STRUCTURAL DESIGN; STRUTS;

DEEP BEAMS;

BEAMS AND GIRDERS;

EID: 0033993234     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. ACI Committee 318, "Building Code Requirements for Structural Concrete (ACI 318-95) and Commentary (318R-95)," American Concrete Institute, Farmington Hills, Mich., 1995, 369 pp.
2. Schlaich, J.; Shäfer, K.; and Jennewein, M., "Toward a Consistent Design of Structural Concrete," PCI Journal, Special Report, V. 32, No. 3, 1987, pp. 74-150.
3. Aldridge, W. W., "Ultimate Tests of Model Reinforced Concrete Folded Plate Structures," dissertation, University of Texas, Austin, Tex., June 1966.
4. Ferguson, P. M., and Thompson, J. N., "Development Length of High-Strength Reinforcing Bars in Bond," ACI JOURNAL, Proceedings V. 59, No. 7, July 1962, pp. 887-992.
5. Maxwell, B. S., "An Experimental Study of a Structural Concrete Deep Beam With a Large Opening Using the Strut-and-Tie Model." Departmental Report, University of Texas, Austin, Tex., Dec. 1996.
6. Bergmeister, K.; Breen, J. E.; Jirsa, J. O.; and Kreger, M. E., "Detailing for Structural Concrete," Research Report 1127-3F, Center for Transportation Research, University of Texas, Austin, Tex., 1993.
7. Ferguson, P. M.; Breen, J. E.; and Jirsa, J. O., Reinforced Concrete Fundamentals, John Wiley and Sons, New York, 1988.