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Published in 2020 at "Composite Structures"
DOI: 10.1016/j.compstruct.2020.113201
Abstract: Abstract Benefiting from curved fibre paths, variable-angle-tow (VAT) fibre composites feature a larger design space than traditional straight-fibre reinforced plastics. Herein, an optimisation framework of a full-scale wing-box structure with VAT-fibre composites is presented, aiming…
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Keywords:
tow;
vat;
optimisation;
local buckling ... See more keywords
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Published in 2018 at "Engineering Structures"
DOI: 10.1016/j.engstruct.2018.08.032
Abstract: Abstract Rectangular concrete-filled double steel tubular (CFDST) columns with inner circular steel tube possess higher structural performance than conventional concrete-filled steel tubular (CFST) columns. However, the local buckling of the outer steel tube of thin-walled…
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Keywords:
concrete filled;
steel tubular;
cfdst;
steel ... See more keywords
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Published in 2020 at "International Journal of Mechanical Sciences"
DOI: 10.1016/j.ijmecsci.2020.105729
Abstract: Abstract A reliable and advanced program for nonlinear inelastic analyses of steel girders and steel-concrete composite girders subjected to flexural loadings has been developed in the current article. Effects of geometric nonlinearities, material nonlinearities, and…
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Keywords:
steel girders;
concrete composite;
steel;
steel concrete ... See more keywords
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Published in 2019 at "Journal of Constructional Steel Research"
DOI: 10.1016/j.jcsr.2019.105824
Abstract: Abstract The cold-formed steel members often require web openings to allow for building services such as mechanical piping, electrical wiring, and air conditioning systems pass through the ceiling and therefore reduce the building overall height…
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Keywords:
steel;
formed steel;
cold formed;
local buckling ... See more keywords
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Published in 2020 at "Journal of Constructional Steel Research"
DOI: 10.1016/j.jcsr.2019.105899
Abstract: Abstract For circular steel sections, axial slenderness limits are typically defined in terms of the diameter-to-thickness ratio and indicate whether the member will first yield or locally buckle under axial compression. The common opinion is…
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Keywords:
circular sections;
circular tubes;
concrete infill;
local buckling ... See more keywords
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Published in 2018 at "Theoretical and Applied Mechanics Letters"
DOI: 10.1016/j.taml.2018.02.003
Abstract: ABSTRACT This paper uses a mathematical method to develop an analytical solution to the local buckling behaviour of long rectangular plates resting on tensionless elastic Winkler foundations and under combined uniform longitudinal uniaxial compressive and…
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Keywords:
buckling thin;
local buckling;
plate tensionless;
tensionless elastic ... See more keywords
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Published in 2019 at "Thin-Walled Structures"
DOI: 10.1016/j.tws.2019.106348
Abstract: Abstract Local buckling may occur in the straight portion of a corrugated steel plate (CSP) pipe-arch with a deep wave section that is used in a buried structure. In this study, the soil support of…
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Keywords:
straight portion;
corrugated steel;
local buckling;
portion ... See more keywords
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Published in 2019 at "Thin-walled Structures"
DOI: 10.1016/j.tws.2019.106423
Abstract: Abstract The repair of fire-damaged thin-walled rectangular concrete-filled steel tubular (CFST) columns in engineering structures after fire exposure requires the assessment of their residual strength and stiffness. Existing numerical models have not accounted for the…
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Keywords:
post fire;
thin walled;
post;
cfst columns ... See more keywords
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Published in 2020 at "Thin-walled Structures"
DOI: 10.1016/j.tws.2020.107134
Abstract: Abstract The critical local buckling instability of simply supported sinusoidal panels subjected to in-plane shear loading is investigated semi-analytically using the Rayleigh-Ritz method. Due to significant weight-strength saving and increased out-of-plane rigidity, these thin corrugated…
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Keywords:
panels subjected;
buckling;
subjected plane;
plane shear ... See more keywords
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Published in 2021 at "Thin-walled Structures"
DOI: 10.1016/j.tws.2021.108230
Abstract: Abstract Shear anchors and tie bars in concrete-filled composite plate shear walls (C-PSW/CF) develop composite action between steel faceplates and concrete infill and brace the faceplates against buckling. Existing design requirements for tie bars and…
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Keywords:
steel;
shear anchors;
concrete infill;
tie bars ... See more keywords
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Published in 2021 at "Thin-walled Structures"
DOI: 10.1016/j.tws.2021.108242
Abstract: Abstract Extensive studies have been undertaken on the local buckling of FRP members. However, the scope of the existing research largely remains limited to those with rectangular faces. As the geometry of the member faces…
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Keywords:
local buckling;
thin walled;
buckling capacity;
geometry ... See more keywords