Performance of angle shear connectors for U-shaped steel concrete infilled composite beams.

Heliyon · 2024 · PMC10844261 · PMID 38322833

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an increasing trendno p-value reported

While the ultimate slip of specimens I-160-60-6, I-160-80-6 and I-160-100-6 were 12.6 mm, 14 m and 15.2 mm respectively, which shows an increasing trend with increasing h s .

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