Influence of Material Toughness on Fracture Reliability in Steel Bridges

The AASHTO LRFD Bridge Design Specifications do not explicitly include a quantifiable fracture limit state. Fracture control in steel bridges is currently based on mitigating potential fracture initiators through proper structural detailing and specifying minimum impact toughness for base material. This fracture control approach has been successful in minimizing the number of fractures in steel bridges designed since its inception; however, the structural reliability against brittle fracture has not been previously established. Accordingly, the objective of this study is to quantify the relationship between material toughness and fracture reliability in steel bridge members, considering the probabilistic distribution of fracture toughness and applied stress for a variety of structural steels and assumed crack sizes. The master curve approach is used to account for the probabilistic distribution of fracture toughness, and reliabilities are determined using Monte Carlo simulation and the Hasofer-Lind approach. The results indicate that the fracture reliability for modern bridge steels is consistent with the reliability of AASHTO strength limit states, and that certain steels currently available on the market can provide enough reliability against fracture to essentially eliminate brittle fracture as a limit state of concern.

  • Record URL:
  • Corporate Authors:

    Modjeski and Masters, Incorporated

    Mechanicsburg, PA  United States 

    Federal Highway Administration

    Office of Infrastructure, 1200 New Jersey Avenue, SE
    Washington, DC  United States  20590

    ATLSS Center, Lehigh Univ.

    ,    
  • Authors:
    • Artmont, Frank A
    • Murphy, Thomas P
    • Sause, Richard
    • Bocchini, Paolo
    • Mertz, Dennis
  • Publication Date: 2018-10

Language

  • English

Media Info

  • Media Type: Digital/other
  • Edition: Final Report
  • Features: Figures; References; Tables;
  • Pagination: 46p

Subject/Index Terms

Filing Info

  • Accession Number: 01706480
  • Record Type: Publication
  • Report/Paper Numbers: FHWA-HIF-18-047
  • Contract Numbers: DTFH61-11-H-00027
  • Files: TRIS, ATRI, USDOT
  • Created Date: May 1 2019 8:43AM