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Local buckling design without effective width new developments in the building industry

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Title: Local buckling design without effective width new developments in the building industry


1
Local buckling design without effective widthnew
developments in the building industry
  • TRB - A2C06 Committee Meeting
  • January 2004
  • Ben Schafer, Ph.D.
  • The Johns Hopkins University

2
Profiles evolve how does design keep up?
3
Direct Strength
  • In the building industry we have recently added a
    new alternative method for local buckling design
    that
  • requires no effective width calculation, and
  • incorporates a numerical analysis that accurately
    predicts local buckling even for complicated
    cross-sections.

4
(No Transcript)
5
Fictitious profile
Examine bending
Local buckling occurs at 0.75 of the reference
bending load
6
Idea for incremental profile improvement
Local buckling at 4 times reference Local
buckling at 2.7 times reference
  • Big boost from 0.75! I want to take advantage of
    that.
  • hard to calculate by hand
  • effective width becomes overly complicated

7
Conventional approach
  • Via a specification we get
  • all local buckling modes,
  • effective widths,
  • effective properties, and
  • finally the strength.

8
Direct Strength Approach
  • Via alternative we get
  • all local buckling modes calculated exactly, and
  • the strength.

9
Direct Strength for Pipe
(could be strain based)
10
Thrust - Columns
  • Lipped channels
  • Lipped zeds
  • Lipped channels with int. web stiffener
  • Hat sections
  • Rack post sections

267 columns , b 2.5, f 0.84
11
Bending - Beams
  • Lipped and plain channels
  • Lipped zeds
  • Hats with and without intermediatestiffener(s)
    in the flange
  • Decks with and without intermediate stiffener(s)
    in the web and the flange

569 beams, b2.5, f0.9
12
DSM for flexible pipe?
  • More research would be needed to bring the Direct
    Strength Method to flexible pipe, but the
    existing research plus the success of the AASHTO
    method demonstrate it is possible.
  • Design for thin-walled flexible pipe has
    benefited from existing research, new design
    methods provide new opportunities for
    simplification and optimization.

13
www.ce.jhu.edu/bschafer
CUFSM
DSM
Pipe
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