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The behaviours exhibited by the connections are discussed and the design capacities calculated from the current CFS design standards are compared to the experimental results of the connections.
However, potential post-buckling shear strength of webs is not considered in CFS design specifications, though post-buckling shear strength of stiffened webs is considered in structural steel plate girder design.
Similar(58)
The work presents the fatigue mechanical properties of a composite material made of polyetheretherketone (PEEK) polymer and carbon fibres (CF) designed for structural biomaterials.
HS, LF and CF designed the study.
CF designed and made the statistical analysis.
CF designed and executed the literature searches.
TLL, MP, JR and CF designed the study and methodology.
PV and CF designed, performed and analyzed the experiments.
PV and CF designed and performed the experiments.
CF designed the oligo microarray and AGT processed microarray results.
PHG, MS and CF designed the diabetes questionnaire.
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