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Bending performance of recycled aggregate concrete-filled round-ended stainless steel tubular members
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DOI：10.1016/j.jcsr.2026.110528.png)
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Abstract
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• Flexural tests were conducted on 12 round-ended RACFSST specimens. • A finite element model was developed for such members under bending. • The RACFSST specimens exhibited higher flexural resistance than RACFST counterparts. • A parameters analysis about flexural performance of such members was performed. • Simplified methods were proposed to predict the flexural stiffness and resistance.
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