Vol. 16 No. 01 (2026): Journal of Materials & Construction
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JOURNAL OF MATERIALS & CONSTRUCTION

ISSN: 2734-9438

Website: www.jomc.vn

The effect of the compressive concrete strength and perfobond parameters on the structural behavior of the steel concrete composite slab using perfobond shear connectors

Le Van Phuoc Nhan

Keywords:

Steel profiled sheeting
Perfobond shear connection
Longitudinal shear resistance
The relative slip
The concrete compressive strength

Abstract

The steel sheeting should be able to transfer longitudinal shear to concrete through the interface to ensure composite action of the composite slab. With steel profiled sheeting with smooth surface, the adhesion between the steel sheeting and concrete is generally not sufficient to create composite action. This leads to reduce the shear capacity and increase the relative slip between the steel sheeting and the concrete slab. To overcome this drawback, the steel-concrete composite slab used the perfobond shear connection. An experiment program was conducted to investigate the effect of the concrete compressive strength and perfobond shear connector parameters on the structural behavior of the steel - concrete composite slab by push-out test.

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How to Cite

Le Van Phuoc Nhan. (2026). The effect of the compressive concrete strength and perfobond parameters on the structural behavior of the steel concrete composite slab using perfobond shear connectors . JOURNAL OF MATERIALS & CONSTRUCTION, 16(01). https://doi.org/10.54772/jomc.v16i01.1301

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