DEEP BEAMS. I. EFFECTS PRODUCED ON STRESS DISTRIBUTION UNDER CONCENTRATED LOADS BY TRANSVERSE REINFORCEMENT DESIGNED TO PREVENT BURSTING

THE RULES FOR THE DESIGN OF DEEP BEAM STRUCTURAL MEMBERS MADE OF REINFORCED CONCRETE ARE SOUGHT. PART I OF THE STUDIES DEALS WITH THE EFFECT PRODUCED ON THE STATE OF STRESS UNDER A CCNCENTRATED LOAD IN THE CRACKED STAGE BY THE TRANSVERSE REINFORCEMENT DESIGNED TO PREVENT THE DEVELOPMENT OF TENSILE CRACKS AT RIGHT ANGLES ON THE COMPRESSIVE FORCE. THIS REINFORCEMENT IS DESIGNATED BY THE TERM REINFORCEMENT AGAINST BURSTING, BY ANALOGY WITH THE REINFORCEMENT WHICH IS USED FOR A SIMILAR PURPOSE IN PRESTRESSED CONCRETE MEMBERS. /RRL/

• Supplemental Notes:
  • Vol 11, No 1, PP 53-64, 4 FIG, 2 TAB, 2 REF
• Authors:
  • Nylander, H
• Publication Date: 1967

Media Info

• Serial:
  • Nordisk Betong /Sweden/

Subject/Index Terms

• TRT Terms: Beams; Concrete; Deformation curve; Depth; Design; Impacts; Loads; Material reinforcement; Prestressed concrete; Prestressing; Reinforced concrete; Rock fracture; Tearing; Transverse reinforcement
• Uncontrolled Terms: Concrete beams
• Subject Areas: Bridges and other structures; Design; Highways;

Filing Info

• Accession Number: 00208598
• Record Type: Publication
• Source Agency: Road Research Laboratory /UK
• Files: TRIS
• Created Date: Jan 31 1994 12:00AM