The effect of material stress-strain characteristics on the ultimate stress and critical buckling strain of flat plates subjected to uniform axial Check for compression

被引:8
作者
Ndubuaku, Onyekachi [1 ]
Liu, Xiaoben [2 ]
Martens, Michael [3 ]
Cheng, J. J. Roger [1 ]
Adeeb, Samer [1 ]
机构
[1] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 1R1, Canada
[2] China Univ Petr, Coll Mech & Transportat Engn, Beijing 102249, Peoples R China
[3] TransCanada Pipelines Ltd, Calgary, AB T2P 5H1, Canada
关键词
Flat plate; Buckling; Post-buckling; Uniaxial compression; Load-axial shortening; Ultimate strength; Critical buckling strain; Deformation capacity; Stress-strain model; Strain-hardening; CONTINUOUS STRENGTH METHOD; STEEL CROSS-SECTIONS; DESIGN; CAPACITY; CURVES; LOADS;
D O I
10.1016/j.conbuildmat.2018.06.100
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The buckling capacity of uniformly compressed flat plates has been investigated in this study. Material properties were characterized based on parameterization of the stress-strain curves using a simple and novel mathematical expression. Idealized stress-strain relationships were developed using the proposed material model and extensive parametric numerical analyses were conducted to investigate the effect of the material stress-strain properties on the buckling capacity of flat plates. For stress-strain curves with a yield plateau, the results of the parametric study showed a minimal influence of the material properties on the buckling capacity of the plates whereas a significant effect of the strain-hardening properties was observed in plates with round-house curves. Ultimately, the proposed stress-strain model was shown to be remarkably useful for capturing the relevant intricacies associated with material nonlinearity when predicting the buckling capacity and post-buckling behavior of uniformly-compressed flat plates. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:346 / 359
页数:14
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