Innovative Cross-Shaped SRC Column-RC Slab Connection: Experimental Investigation and Finite Element Analysis of Punching Shear Behavior.

Materials (Basel) · 2025 · PMC12250698 · PMID 40649648

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a decreasing trendno p-value reported

Conversely, the ultimate load capacity showed a decreasing trend, a 24% cumulative reduction was observed for the 150 mm model as λ increased from 3 to 6, accompanied by marked ductility improvement (ductility coefficient increased from 1.96 to 2.60).

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