ROTATIONAL CAPACITY OF REINFORCED CONCRETE BEAMS . NORDIC CONCRETE RESEARCH. PUBLICATION NO 7

In the limit design of reinforced concrete structures the rotational capacity of a plastic hinge is analysed by means of a new approach, where the strain localization in the compression zone is taken into account. This leads to a strong size dependency of the rotational capacity. Comparisons with test results confirm this conclusion. (TRRL)

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/08006377
• Corporate Authors:

  Nordic Concrete Federation

  Ingeniorernes, Kronprinsesgade 17 N
  Oslo 2,   Norway 
• Authors:
  • Hillerborg, A
• Publication Date: 1988-12

Media Info

• Features: References;
• Pagination: p. 121-134
• Serial:
  • Publication of: NORDIC CONCRETE FEDERATION
  • Publisher: NORDIC CONCRETE FEDERATION
  • ISSN: 0800-6377

Subject/Index Terms

• TRT Terms: Analysis; Beams; Concrete; Hinges; Mathematical models; Plasticity; Reinforced concrete; Rotation
• ITRD Terms: 6471: Analysis (math); 3472: Beam; 4755: Concrete; 3462: Hinge; 6473: Mathematical model; 5922: Plasticity; 4794: Reinforced concrete; 6406: Rotation
• Subject Areas: Bridges and other structures; Highways; Materials;

Filing Info

• Accession Number: 00493290
• Record Type: Publication
• Source Agency: Transport Research Laboratory
• Files: ITRD, TRIS
• Created Date: May 31 1990 12:00AM