TEST LOADING OF A FULL SCALE BRIDGE

RESULTS OF TESTS ON A FULL SCALE BRIDGE ARE PRESENTED AND THE BEHAVIOR IS COMPARED WITH THAT PREDICTED BY VARIOUS ACCEPTED DESIGN METHODS. TESTS INCLUDED STATIC LOADING IN THE ELASTIC AND NON-ELASTIC RANGES AND DYNAMIC LOADING WITH A MOVING VEHICLE. ULTIMATE LOAD CONDITIONS WERE STUDIED WITH ECCENTRIC LANE LOADING PRODUCING EFFECTIVE FLEXURAL FAILURE IN THE BEAMS WHILE LOCAL EFFECTS WERE INVESTIGATED BY SIMULATED AXLE AND WHEEL LOADS APPLIED TO THE DECK SLAB. /AUTHOR/

• Record URL:
  • http://arrbknowledge.com
• Corporate Authors:

  ARRB

  Melbourne, Victoria  Australia 
• Authors:
  • Gosbell, K B
  • Stevens, L K
• Conference:
  • Australian Road Research Board Conference Proc
• Publication Date: 1968

Media Info

• Pagination: p. 2018-41
• Serial:
  • Volume: 4
  • Issue Number: Pt2

Subject/Index Terms

• TRT Terms: Axle load force; Beams; Bridge decks; Concrete tests; Dynamic loads; Eccentricity; Flexural strength; Loads; Specimens; Static loads; Structural tests; Testing; Wheel loads
• Uncontrolled Terms: Eccentric loading
• Old TRIS Terms: Full scale specimens; Static loading
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00209120
• Record Type: Publication
• Files: TRIS, ATRI
• Created Date: Jan 19 1970 12:00AM