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/

• Supplemental Notes:
  • Vol 11, No 2, PP 195-208, 12 FIG, 9 REF
• Authors:
  • Nylander, H
• Publication Date: 1967

Media Info

• Serial:
  • Nordisk Betong /Sweden/

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