Testing, numerical modelling and design of Q690 high strength steel welded T-section stub columns

Liu, Jun-zhi; Chen, Shuxian; Chan, Tak‐Ming

doi:10.1016/j.engstruct.2022.114142

Cited by 24 publications

(1 citation statement)

References 32 publications

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“…The four-noded shell element with reduced integration (S4R) was employed in modelling cross-sections, which have successfully applied in modelling shell elements (Chan et al, 2015; Liu et al, 2022e, 2022f, 2023). Based on the preliminary mesh sensitivity studies, mesh size with a uniform value of b s /20 was adopted for the flat portions of the modelled specimens and a finer mesh of b s /30 was assigned to the corner portions to explicitly account for the curved geometry.…”

Section: Numerical Investigationmentioning

confidence: 99%

Cross-section behaviour of cold-formed high strength steel irregular hexagonal hollow section stub columns under combined compression and bending

Liu

Chan

Young

2023

Advances in Structural Engineering

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Cross-section behaviour for cold-formed high strength steel (HSS) irregular hexagonal hollow section (IHexHS) stub columns under combined compression and bending is studied and presented in this paper. Finite element models were developed and validated using the existing experimental data collated from the previous research. Upon the validated finite element models, extensive parametric studies were subsequently carried out to generate more numerical data covering a wider range of cross-section dimensions, steel grades and load combinations from pure compression to pure bending. The obtained numerical results were utilised to assess the accuracy and the applicability of the current design codes, such as Eurocode of EN 1993-1-12 (EC3) and the North American code of ANSI/AISC 360-16 (AISC) for cold-formed HSS IHexHS stub columns under combined loading. It was demonstrated that the existing design codes can be safely applied and can be extended for cold-formed HSS IHexHS stub columns design under combined loading. In cross-sectional resistance predictions, conservative results were provided from the existing design codes. The over-predictions were primarily due to the neglect of the strain hardening and plate element interaction. The end points used in the interaction curves of EC3 and AISC adopt an idealised elastic-plastic material model to derive the corresponding resistance in cross-sectional level. The employment of Continuous Strength Method (CSM) leads to improved accuracy in cross-sectional resistance prediction with updated end points in the interaction curve. More consistent and reliable predictions were revealed by carrying out reliability analysis in accordance with EN 1990.

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