Web-post buckling of fully and partially protected cellular steel beams at elevated temperatures in a fire
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文摘

Web-post buckling of protected cellular steel beams in a fire was investigated.

Temperature gradient in web-post affects behaviors of partially protected beam.

Principle compression stress in web-post decreased suddenly when web-post buckled.

Stress at web-post center could be in tension due to large out-of-plan deformation.

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