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A stiffened beam column connection model has been developed by finite element method NASTRAN 2004. Strain analysis was made for actual load distribution between web and stiffeners. The stresses were found consistent in the proposed model.
A stiffened beam column connection model has been developed by finite element method NASTRAN 2004. Strain analysis was made for actual load distribution between web and stiffeners. The stresses were found consistent in the proposed model.
Finite Element Analysis of Stiffened Beam Column Connection
Aslam, A. (author)
Structures Congress 2009 ; 2009 ; Austin, Texas, United States
Structures Congress 2009 ; 1-7
2009-04-29
Conference paper
Electronic Resource
English
Finite Element Analysis of Stiffened Beam Column Connection
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