DEEP BEAMS. V. SYNOPTIC CONSIDERATIONS ON DESIGN
FUNDAMENTAL POINTS AND RULES CONCERNING THE DESIGN OF DEEP CONCRETE BEAMS ARE SUMMARIZED THROUGH REFERENCE TO PREVIOUS ARTICLES AND OTHER LITERATURE. A STRESS MODEL IS FORMULATED THAT CONSIDERS THE ARCH AND BOWSTRING GIRDER EFFECT OF THE DEEP BEAM IN THE CRACKED STAGE. /RRL/
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Supplemental Notes:
- Vol 11, No 2, PP 195-208, 12 FIG, 9 REF
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Authors:
- Nylander, H
- Publication Date: 1967
Media Info
- Serial:
Subject/Index Terms
- TRT Terms: Arches; Beams; Concrete; Cracking; Design; Girders; Impacts; Mathematical models; Reinforced concrete; Reviews; Stresses
- Uncontrolled Terms: Concrete beams; Concrete cracking; Models
- Old TRIS Terms: Bowstring
- Subject Areas: Bridges and other structures; Design; Highways;
Filing Info
- Accession Number: 00208602
- Record Type: Publication
- Source Agency: Road Research Laboratory /UK
- Files: TRIS
- Created Date: Jan 31 1994 12:00AM