2021
DOI: 10.1016/j.engstruct.2021.112546
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Flexural buckling performance of concrete-filled aluminium alloy tubular columns

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Cited by 14 publications
(20 citation statements)
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“…As can be seen the mean value and the coefficient of variation (COV) of the N u,Exp /N u,FE ratio is 0.99 and 0.03, respectively, denoting a very good agreement between the numerical and experimental results. The numerical results demonstrated quite low sensitivity of the cross-sectional response of angles to the initial local imperfection amplitude, while the factor of t/10 of the plate thickness provided the best agreement with the test results [31,37].…”
Section: Validation Of the Fe Modelsmentioning
confidence: 67%
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“…As can be seen the mean value and the coefficient of variation (COV) of the N u,Exp /N u,FE ratio is 0.99 and 0.03, respectively, denoting a very good agreement between the numerical and experimental results. The numerical results demonstrated quite low sensitivity of the cross-sectional response of angles to the initial local imperfection amplitude, while the factor of t/10 of the plate thickness provided the best agreement with the test results [31,37].…”
Section: Validation Of the Fe Modelsmentioning
confidence: 67%
“…In line with past studies [23,30], the initial local geometric imperfection distribution pattern was assumed to be in the form of the lowest buckling mode shape and was incorporated in the models. Moreover, an initial imperfection sensitivity study was performed considering three fractions of the plate thickness, t: t/10, t/15 and t/50 [31][32][33]. In line with past studies [23,30], the local geometric imperfection amplitudes were taken as a function of the plate thickness, because the local buckling mode has a half-wavelength of the same order of magnitude as the thickness of the constituent plate elements [10].…”
Section: Initial Geometric Imperfections and Nonlinear Analysismentioning
confidence: 99%
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