CHEMICALLY BONDED ANCHORS SUBJECTED TO RAPID PULLOUT LOADING

This research studied the effect of loading rate on the ultimate pullout resistance of chemically bonded anchors subjected to rapid tensile load. The effects of loading rate on the dynamic ultimate resistance under each failure mode of cone, bond, and combined cone and bond were experimentally examined. It was found that the dynamic ultimate pullout resistance increases with an increase of the loading rate. The dynamic ultimate resistance in the combined failure mode can be evaluated from the resistance of each mode contributing to the failure.

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/13846872
• Corporate Authors:

  American Concrete Institute (ACI)

  38800 Country Club Drive
  Farmington Hills, MI  United States  48331
• Authors:
  • Fujikake, K
  • Nakayama, J
  • Sato, H
  • Mindess, S
  • Ishibashi, T
• Publication Date: 2003-5

Language

• English

Media Info

• Features: Figures; References; Tables;
• Pagination: p. 246-252
• Serial:
  • ACI Materials Journal
  • Volume: 100
  • Issue Number: 3
  • Publisher: American Concrete Institute (ACI)
  • ISSN: 0889-325X
  • Serial URL: https://www.concrete.org/publications/acimaterialsjournal.aspx

Subject/Index Terms

• TRT Terms: Anchorages; Anchors (Structural connectors); Bonding and joining; Bridge engineering; Chemical bond; Concrete structures; Dynamic structural analysis; Failure analysis; Structural engineering; Ultimate load design
• Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;

Filing Info

• Accession Number: 00943689
• Record Type: Publication
• Files: TRIS
• Created Date: Jun 11 2003 12:00AM