Aug 2026· International Journal of Structural Stability and Dynamics· 0 citations
Abstract
High-strength aluminum alloy thin-walled members under eccentric compression are prone to coupled local-global buckling that limits their load-bearing capacity, yet effective enhancement strategies for this specific loading condition remain insufficiently explored. This study experimentally and numerically investigates the stabilizing effect of closed-cell aluminum foam filling on 7075-T6 aluminum alloy square tubes. Twelve specimens (six hollow and six foam-filled) were tested under eccentric compression, followed by validated finite element parametric analyses covering slenderness ratios of 20–80, width-to-thickness ratios of 5–30, and eccentricities of 5–30 mm. The results demonstrate that aluminum foam filling fundamentally alters the failure mechanism: it provides continuous lateral support that shifts the dominant instability from local buckling to global flexural buckling, while establishing a tube wall-foam synergistic energy dissipation that retards stiffness degradation and enhances ductility. The strengthening effect is strongly geometry-dependent, reaching up to 5.05% in tests and 12.75% in simulations for short columns with 𝜆 ≤ 30 and b/t ≥ 20, but diminishes nonlinearly with increasing slenderness. Notably, the enhancement remains robust against variations in load eccentricity, cross-sectional size, and initial geometric imperfections. Based on 294 numerical simulations, a quantitative criterion-expressed as f(𝜆, b/t) = 𝜆 − 116.30 + 25.06(b/t) − 1.59 (b/t)
2
+ 0.04(b/t)
3
—is established to distinguish global buckling from coupled buckling, providing a practical design tool. This study offers both mechanistic insights and an actionable recommendation for applying aluminum foam filling to enhance the eccentric compression stability of high-strength aluminum alloy members.
As a lightweight load‐bearing member for aerospace truss structures, thin‐walled metal tubes require improved buckling resistance without additional mass. To this end, this paper innovatively designs a thin‐walled metal inflatable tube structure. The axial compressive behavior of the proposed tube and the influence of...
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Highlights What are the main findings? Axial compression tests showed that cracks mainly initiated and propagated along the diamond-shaped diagonal-braced surfaces, with the middle column segment being the most vulnerable region. Strain analysis indicated that foam concrete dominated the early-stage axial resistance, w...
Bo Yang, Ao Zhang, Rong-Hua Su et al.· Italian National Conference...· 0 citations
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This study investigates the shear-strengthening performance of I-shaped reinforced concrete (RC) beams using advanced materials and external steel plate configurations through nonlinear finite element modeling (FEM) in ANSYS. Three shear enhancement techniques were evaluated: high-strength concrete (HSC), steel fiber-r...
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