Shear capacity of reinforced concrete beams made with recycled-aggregate

American Concrete Institute, ACI Special Publication

Volumn SP-200, Issue , 2001, Pages 503-515

  Han, B C ^a   Yun, H D ^b   Chung, S Y ^a  

^a Chungnam National University   (South Korea)

^b Department of Urology   (South Korea)

Author keywords

Aggregate; Beam; Shear reinforcement; Span depth ratio

Indexed keywords

AGGREGATES; BUILDING CODES; CONCRETE AGGREGATES; CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; RECYCLING; SOFTWARE TESTING;

APPROPRIATE DESIGNS; CODE PREDICTIONS; RECYCLED AGGREGATE CONCRETE; RECYCLED AGGREGATES; REINFORCED CONCRETE BEAMS; SHEAR REINFORCEMENT; ULTIMATE SHEAR CAPACITIES; WEB REINFORCEMENT;

REINFORCED CONCRETE;

EID: 85112652249     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. Kim, M.H. et al, "A Study on the Recycling System and the Development of Reusing Technology of Construction Industry Waste" R&D/94-0003, Ministry of Construction and Transportation, Korea, 1997.8, pp. 67-140.
2. ACI Committee 318, "Building Code Requirements for Structural Concrete (318-99) and Commentary (318R-99)", American Concrete Institute. Michigan, 1999.
3. Zsutty. T. C., "Beam Shear Strength Prediction by Analysis of Existing Data", ACIJournal, V 65, Nov. 1968, pp 942-951.
4. Ravindrarajah, R.S., and Tam, T.C., "Properties of Concrete Made with Crushed Concrete as Coarse Aggregate", Magazine of Concrete Research. 37, No 130, 1985.
5. Kim M.H et al, "An Experimental Study on the Engineering Properties of Recycled Concrete using Aggregate from the Demolished Concrete", Architectural Institute of Korea, Vol. 15, No.2, Oct. 1995, pp.685-694.