NUMERICAL ANALYSIS OF REINFORCED CONCRETE CONTINUOUS DEEP BEAMS

In order to investigate the behavior of statically indeterminate deep beams, a series of fourteen tests has been carried out. Variables were the slenderness, the ratio between top and bottom reinforcement, and the amount of shear reinforcement. Complementary to these experiments numerical simulations have been carried out. This paper focuses on the computational aspects. A good match between experimental behavior and numerical simulation was found over the entire range, which increases the confidence in the predictive capacity of non-linear finite element analysis.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/00467316
• Corporate Authors:

  Delft University of Technology

  Faculty of Civil Engineering, Stevin Laboratory, P.O. Box 5048
  2600 GA Delft,   Netherlands 
• Authors:
  • Asin, M
  • Walraven, J
• Publication Date: 1995

Language

• English

Media Info

• Pagination: p. 163-178
• Serial:
  • Heron
  • Volume: 40
  • Issue Number: 2
  • Publisher: Delft University of Technology
  • ISSN: 0046-7316
  • Serial URL: https://heronjournal.nl/index.html
• Publication flags:

  Open Access (libre)

Subject/Index Terms

• TRT Terms: Beams; Compressive strength; Continuous structures; Finite element method; Reinforced concrete; Webbing
• Uncontrolled Terms: Continuous beams; Reinforced concrete beams
• Subject Areas: Highways; Materials; I32: Concrete;

Filing Info

• Accession Number: 00715507
• Record Type: Publication
• Files: TRIS
• Created Date: Jan 30 2001 12:00AM