The local-overall flexural interaction of fixed-ended plain channel columns and the influence on behaviour of local conditions at the constituent plate ends
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文摘

The compressive local–overall flexural response of plain channel columns is determined.

Local form change during compressive loading is shown to promote column deflections.

End support conditions are shown to significantly influence global column behaviour.

For local rotational restraint, column deflections occur from the onset of local buckling.

The locally rotationally free condition; permits a straight column after local buckling.

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