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Finite-element analysis of the eaves joint of cold-formed steel portal frames having single channel-sections
Pouya Pouladi
, John Ronaldson
, George C. Clifton
, Jason M. Ingham
,
Andrzej Wrzesien
, Paul Milewski
, James B.P. Lim
Research output
:
Contribution to conference
›
Paper
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Dive into the research topics of 'Finite-element analysis of the eaves joint of cold-formed steel portal frames having single channel-sections'. Together they form a unique fingerprint.
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Keyphrases
Single Channel
100%
Finite Element Analysis
100%
Cold-formed Steel Portal Frames
100%
Screw
100%
Eaves
100%
Channel Section
100%
Finite Element Model
75%
Stiffness
50%
Australia
25%
Failure Mode
25%
New Zealand
25%
Torsion
25%
Joint Failure
25%
Shear Failure
25%
Bolt Hole
25%
Joint Details
25%
Failure Load
25%
Ultimate Load
25%
Nominal Clearance
25%
Engineering
Joints (Structural Components)
100%
Single Channel
100%
Formed Steel
100%
Portal Frame
100%
Channel Section
100%
Finite Element Analysis
100%
Finite Element Modeling
50%
Test Result
16%
Failure Load
16%
Bolt Hole
16%
Shear Failure
16%
Australia
16%