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)
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/08006377
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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
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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