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However, the web crippling behaviour and strength of these high strength SupaCee sections has not been investigated yet.
To date, however, no investigation has been conducted on the web crippling behaviour and strength of LSB sections.
Finite element models of LSBs were developed to simulate their combined bending and shear behaviour and strength of LSBs.
Hence experimental and numerical studies were conducted to investigate the shear behaviour and strength of LCBs, LSBs, THFBs and RHFBs.
A parametric study of the inelastic compressive behaviour and strength of gusset plate connections is presented in this paper.
However, limited research has been undertaken on the shear behaviour and strength of LCBs with web openings.
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The behaviour and strengths of CFSTs with reinforcing bars or angles under axial tension were investigated.
The behaviour and strengths of cold-formed steel non-symmetric lipped angle columns were investigated.
Hence experimental studies were conducted to assess the combined bending and shear behaviour and strengths of LSBs.
In this research an experimental study was undertaken to investigate the shear behaviour and strengths of LCB sections.
Hence an experimental study involving 36 web crippling tests was first undertaken to investigate the web crippling behaviour and strengths of SupaCee sections under two flange load cases with their flanges unfastened to the supports.
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