2021
DOI: 10.3390/pr9040649
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Experimental Study on the Flexural Behavior of Concrete-Filled Steel Box Slabs

Abstract: Different to conventional reinforced concrete or steel material, a new type of concrete-filled steel box slab has been proposed by effectively integrating the combined benefits of both steel and concrete. By filling concrete, this type of slab could avoid the local bucking of steel plate and then could provide a high moment capacity. Therefore, this study aims to investigate the flexural behavior of concrete-filled steel box slabs through testing seven specimens and characterize their failure characteristics, … Show more

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Cited by 4 publications
(2 citation statements)
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“…The main input parameters are compressive strength and aggregate diameter. Concrete is coupled with steel bar that is made of Q235 low-carbon steel, with beam as the element property (Chen et al, 2021;Lin et al, 2021;Lu et al, 2021;Luo et al, 2021). The quadrilateral shell unit is adopted for the components of the W-beam guardrail.…”
Section: Design Of the Wing-wall-free Transition Guardrail And Numeri...mentioning
confidence: 99%
“…The main input parameters are compressive strength and aggregate diameter. Concrete is coupled with steel bar that is made of Q235 low-carbon steel, with beam as the element property (Chen et al, 2021;Lin et al, 2021;Lu et al, 2021;Luo et al, 2021). The quadrilateral shell unit is adopted for the components of the W-beam guardrail.…”
Section: Design Of the Wing-wall-free Transition Guardrail And Numeri...mentioning
confidence: 99%
“…Furthermore, for plates of the same material and with the same diameter, there was less variation among the extreme values of the burst pressure for thinner plates. Thinner plates have less flexural rigidity [42,43] and are less able to resist deformation. Additionally, they offer less resistance to forming, and their final structure more closely resembles the mould.…”
Section: Figure 13mentioning
confidence: 99%