Moment resistance of composite steel and concrete connection in sinusoidal-web girders

Martins, Aldrin Gustavo; Fakury, Ricardo Hallal; Pimenta, Roberval José; Queiroz, Gilson; Rodrigues, Francisco Carlos Pinto

doi:10.1016/j.jcsr.2012.03.017

Cited by 8 publications

(14 citation statements)

References 2 publications

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“…Vertical Displacement (mm) Martins et al (2012) This Study Figure 5. Load-deflection curves estimated by the numerical model developed in this study with the experimental data reported by Martins et al (2012).…”

Section: Validation Of the Developed Numerical Modelmentioning

confidence: 86%

“…The experimental beam was modelled using the same FE approach with shell elements as was used in this study. The load-deflection curves in Figure 5 compare the experimental curve reported by Martins et al (2012) with the FE results obtained using the same approach adopted to model the CBW's investigated in this study. Vertical Displacement (mm) Martins et al (2012) This Study Figure 5.…”

Section: Validation Of the Developed Numerical Modelmentioning

confidence: 87%

“…The load-deflection curves in Figure 5 compare the experimental curve reported by Martins et al (2012) with the FE results obtained using the same approach adopted to model the CBW's investigated in this study. Vertical Displacement (mm) Martins et al (2012) This Study Figure 5. Load-deflection curves estimated by the numerical model developed in this study with the experimental data reported by Martins et al (2012).…”

Section: Validation Of the Developed Numerical Modelmentioning

confidence: 87%

“…Martins et al 2012;Calenzani et al 2012;Oliveira et al 2016) performed functional experimental and numerical studies on structural behaviour of steel beams with corrugated web. To validate the accuracy of the numerical model developed in this study, the numerical results have been validated against the results of physical tests performed by Martins et al (2012). Martins et al (2012) experimental program consisted of tests carried out on three full-scale composite connections in cruciform arrangement.…”

Section: Validation Of the Developed Numerical Modelmentioning

confidence: 99%

“…To validate the accuracy of the numerical model developed in this study, the numerical results have been validated against the results of physical tests performed by Martins et al (2012). Martins et al (2012) experimental program consisted of tests carried out on three full-scale composite connections in cruciform arrangement. The sinusoidal-web beams used in their study were PSS 600×150×12.5×2.0 for specimens 1 and 2 and PSS 600×150×8/ 12.5×2.0 for specimen 3.…”

Section: Validation Of the Developed Numerical Modelmentioning

confidence: 99%

See 4 more Smart Citations

Structural Behaviour and Mechanical Properties of Welded Steel I-Girders with Corrugated Webs

2019

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Steel I girders with corrugated webs are appropriate alternatives for normal flat-web girders in steel structures since they provide lighter and smaller beam features in steel design. Based on the existing literature, the corrugated web beams (CWBs) provide many advantages for structural applications. In this study, a series of numerical analyses have been performed in order to investigate the structural behaviour of steel I girders with corrugated web profile and to compare their mechanical performance with normal welded beams. Theory of Ultimate Limit State design has been adopted in accordance with AS4100 (1998) along with considering geometric and material non-linearity in the numerical analyses in SAP2000. Comparing the results of the numerical investigation, merits of using corrugated welded beams (CWBs) over normal welded beams (WBs) have become apparent. Moreover, investigations regarding force-displacement relationship and buckling analysis of the webs were carried out and presented to further validate the advantages of using corrugated web beams. CWBs have been used in some parts of Australia without detailed information about their mechanical properties. Thus, based on the outcomes of this study, CWB table for dimensions and cross sectional properties has been developed and proposed for practical applications.

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Section: Validation Of the Developed Numerical Modelmentioning

confidence: 86%

Section: Validation Of the Developed Numerical Modelmentioning

confidence: 87%

Section: Validation Of the Developed Numerical Modelmentioning

confidence: 87%

Section: Validation Of the Developed Numerical Modelmentioning

confidence: 99%

Section: Validation Of the Developed Numerical Modelmentioning

confidence: 99%

See 3 more Smart Citations

Structural Behaviour and Mechanical Properties of Welded Steel I-Girders with Corrugated Webs

2019

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Deflection analysis of welded steel I‐girders with corrugated webs based on first yield

2022

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Sinusoidal corrugated profile webs have been popularly used in steel structural designs to replace the flat webs in conventional welded beams, while there are better performances in corrugated web beams (CWBs) regarding more stability and less material used to against beam failures caused by buckling. Previous studies have provided that CWBs enabled numerous favourable benefits to be recognised as alternatives to the traditional weld beams in designing structures. Furthermore, as CWBs are proposed as the major load-carrying elements, the maximum deflection in the elastic range is one of the important beam properties that should be precisely estimated and calculated. To find an appropriate method in computing the maximum deflection of CWBs based on the first yield for civil communities in Australia, proposed equations based on other standards will be employed to calculate the theoretical results for the comparisons with simulation-based results. While applying the linear analysis simulations provided by SAP 2000, ultimate limit state design theory has also been used with requirements stated by AS 4100. In this study, the results in theoretical calculations and numerical simulations have been compared to conclude that the highly defined equations by ASTM [37] and Sause et al. [38] could precisely estimate the maximum deflections of CWBs based on the first yield in conjunction with requirements and limitations in Australian standards, which could be adequate for the structural design calculations in Australian design fields.

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Post-buckling Strength of Welded Steel I-Girders with Corrugated Webs

Lin

Far

2021

Int J Steel Struct

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Moment resistance of composite steel and concrete connection in sinusoidal-web girders

Cited by 8 publications

References 2 publications

Structural Behaviour and Mechanical Properties of Welded Steel I-Girders with Corrugated Webs

Structural Behaviour and Mechanical Properties of Welded Steel I-Girders with Corrugated Webs

Deflection analysis of welded steel I‐girders with corrugated webs based on first yield

Post-buckling Strength of Welded Steel I-Girders with Corrugated Webs

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