Aug 2026· Advanced Engineering Materials· 0 citations· 31 references
Abstract
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 internal pressure are preliminarily investigated through experiments and numerical simulations. Axial compression buckling tests were conducted on two sets of specimens under 0 and 2 bar to evaluate the pressure‐induced changes in axial stiffness, critical buckling load, and buckling mode. Concurrently, a finite element model was established using material parameters obtained from independent tensile tests. The model was validated against the experimental results at 0 and 2 bar and was subsequently employed to numerically investigate the axial compressive response over a wider pressure range. In addition, initial local dimple imperfections were introduced into the finite element model to examine the imperfection sensitivity of pressurized thin‐walled tubes. Combining experimental and numerical simulation results reveals that pressurization significantly increases the buckling critical load of thin‐walled tubes and improves buckling morphology, thereby suppressing the occurrence of abnormal deformation. The numerical results also indicate that internal pressure can reduce the sensitivity of thin‐walled tubes to local dimple imperfections.
This article examines a self-centering semi-constrained steel shear wall (SSW) proposed as a new lateral load resisting system through an experimental testing and numerical simulation. The SSW is semi-constrained, connected to the floor beam, and supported by a self-centering steel frame. The frame includes steel bea...
Hossein Afsharimoghadam, H. Shariatmadar· Scientific Reports· 0 citations
Tapered steel members offer advantages in structural applications due to their material efficiency and their ability to align with nonuniform internal force distributions. However, their fire performance remains insufficiently studied, and design standards provides limited design guidance. This presented research inves...
Ramazan Koca, Jana Kovandová, František Wald· ce/papers· 0 citations
In this study, an innovative, high capacity cold‐formed steel (CFS) shear wall is proposed and tested with the aim of expanding CFS framing applications into mid‐to‐high rise buildings. The shear wall configuration comprises of a thin steel sheathing concentrically placed between built‐up hat section studs and built‐up...
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 investigat...
Junli Liu, Cheng Zhang, Qing-Jie Wen et al.· International Journal of Str...· 0 citations
The static response of high-strength concrete-filled steel square tubes (CSST) under eccentric compression was examined through a three-dimensional nonlinear finite element model established in commercial software. In this study, CSST denotes a square-circular double-skin composite member made up of an outer square ste...
Ao Yang, Xiao Liu, Yan-Chuan Hui et al.· Journal of Physics, Conferen...· 0 citations
Cold‐formed steel (CFS) structures are increasingly adopted in modular construction due to their efficiency and adaptability. Screw connections in thin‐walled steel sheets often exhibit localized bearing deformation, reduced stiffness, and limited ductility, which can govern structural performance. An effective method...
P. Krolo, L. Lukačević, I. Palijan· ce/papers· 0 citations
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