Buckling Analysis of Cold-formed Steel Members Using CUFSM

By S. Ádány. 2006

270 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/50ddb70d71af6e1a071b8fdc671965663dc882f3

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Citations in the corpus

Cold‐formed steel structures around the world (2011, methodology): “Recent advances in the finite strip method include the continuing development of open source tools [31], extensions to general boundary conditions for stability analysis [32], the constrained Finite Strip Method (cFSM) which enables modal decomposition and identification [33] to [36], and the develo”
Structural response and continuous strength method design of slender stainless steel cross-sections (2017, methodology): “The DSM directly relates the strength of a cross-section to its overall cross-section slenderness /p y crf f , in which fcr is the elastic buckling stress of the full cross-section under the applied loading conditions, and may be determined using the finite strip software CUFSM [28].”
Stability and design of stainless steel structures – Review and outlook (2019, methodology): “This relationship is given by Equation 6 [31] and Equation 7 [32] for non-slender ( 0.68p ) and slender ( 0.68p ) plated sections, respectively, where y=fy/E is the yield strain and p is the cross-section slenderness, calculated as /y crf , in which cr is the elastic local buckling stress of the ”
REVIEW: THE DIRECT STRENGTH METHOD OF COLD-FORMED STEEL MEMBER DESIGN (2008, methodology): “Generalized Beam Theory (GBT) [57,58], and now the constrained Finite Strip Method (cFSM) [10,59,60] provide methods for definitively separating the buckling modes from one another.”
Simulation of geometric imperfections in cold-formed steel members using spectral representation approach (2012, methodology): “In this study the cross-sectional modes are derived from a finite strip buckling analysis of the cross-section using the software package CUFSM [Schafer and Ádány 2006].”
COMPUTATIONAL MODELING OF COLD-FORMED STEEL (2010, methodology): “The constrained Finite Strip Method (cFSM) has been fully implemented within CUFSM [2] and provides a unique means to explore decomposition and identification (including coupled instabilities) in the stability solutions of cold-formed steel members.”