DEVELOPMENT OF DESIGN RULES FOR RETROFITTING BY ADHESIVE BONDING OR BOLTING EITHER FRP OR STEEL PLATES TO RC BEAMS IN BRIDGES AND BUILDINGS

Bonding plates to reinforced concrete structures is a mechanically efficient form of retrofitting that is also inexpensive and unobtrusive. However, bonded plates are prone to about thirty mechanisms of failure. These failure mechanisms are illustrated in this paper, showing how design rules have been developed to quantify their occurrence. (a) For the covering entry of this conference, please see ITRD abstract no. E204495.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/073340698X
• Corporate Authors:

  University of New South Wales

  Injury Risk Management Research Centre
  Sydney, New South Wales  Australia  2052
• Authors:
  • OEHLERS, D J
• Conference:
  • INTERNATIONAL COMPOSITES CONFERENCE (ACUN-2), 2ND, 2000, SYDNEY, NEW SOUTH WALES, AUSTRALIA
• Publication Date: 2000

Language

• English

Media Info

• Features: References;
• Pagination: p. 110-9

Subject/Index Terms

• TRT Terms: Adhesion; Bolts; Bridges; Chemical bond; Conferences; Design; Failure; Fibers; Material reinforcement; Polymers; Reinforcing materials; Steel; Structural plates; Structures
• Uncontrolled Terms: Plate
• ITRD Terms: 5942: Adhesion; 3888: Bolt; 7136: Bond (chem); 3455: Bridge; 3352: Building (structure); 8525: Conference; 9011: Design (overall design); 3355: Engineering structure; 5520: Failure; 4557: Fibre; 7482: Polymer; 3471: Reinforcement (in mater); 3491: Slab; 4542: Steel
• Subject Areas: Bridges and other structures; Design;

Filing Info

• Accession Number: 00920456
• Record Type: Publication
• Source Agency: ARRB
• ISBN: 0-7334-0698-X
• Files: ITRD, ATRI
• Created Date: Mar 6 2002 12:00AM