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Effective flange width in tapered girders with corrugated steel webs
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DOI：10.1016/j.jcsr.2026.110494.png)
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Abstract
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• A refined analytical solution is derived for effective flange width in GCSWs. • A deterministic framework cross-validates flange stress and effective width. • Flange thickness sensitivity is re-evaluated for tapered GCSWs. • Coupled Resal and shear lag effects are clarified for effective width evaluation. • Design guidance is provided to balance structural safety and economy.
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