FLEXURAL PERFORMANCE OF STRENGTHENED RC BEAMS REPAIRED WITH POLYMER RESINS

A series of 16 reinforced concrete beams was tested to evaluate the flexural performance of RC beams strengthened by epoxy bonded plates after repairs. The key parameters for this study were the repair materials, polymer, cementitious materials and strengthening materials, steel plates and carbon fiber sheets.

• Corporate Authors:

  American Concrete Institute (ACI)

  38800 Country Club Drive
  Farmington Hills, MI  United States  48331
• Authors:
  • Choi, O C
  • Shin, Y S
  • Hong, G S
  • Hong, Y K
  • Kim, B G
  • Choi, L
• Conference:
  • High-Performance Concrete: Design and Materials and Recent Advances in Concrete Technology. Proceedings of Third CANMET/ACI International Conference.
  • Location: Kuala Lumpur, Malaysia
  • Date: 1997-0-0 to 1997-0-0
• Publication Date: 1997

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 601-621

Subject/Index Terms

• TRT Terms: Beams; Carbon; Failure; Flexural strength; Plastics; Polymers; Reinforced concrete; Repairing; Strength of materials
• Uncontrolled Terms: Repairs
• Subject Areas: Highways; Materials; I32: Concrete;

Filing Info

• Accession Number: 00746570
• Record Type: Publication
• Report/Paper Numbers: SP 172-32
• Files: TRIS
• Created Date: Mar 18 2001 12:00AM