Local buckling of cold-formed steel trapezoidal sheets: Data for finite element model validation

被引:2
|
作者
Casafont, Miquel [1 ]
Marimon, Frederic [1 ]
Bove, Oriol [1 ]
Ferrer, Miquel [1 ]
Centelles, Xavier [1 ]
机构
[1] Univ Politecn Cataluna, Dept Strength Mat & Struct Engn, Res Grp Struct & Mech Mat REMM, BarcelonaTech UPC, Avinguda Diagonal 647, Barcelona 08028, Spain
来源
DATA IN BRIEF | 2024年 / 53卷
关键词
Cold-formed steel structures; Cold-formed steel sheeting; Finite element modelling;
D O I
10.1016/j.dib.2024.110075
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Data is provided from a validation example for a finite element model of a cold-formed steel trapezoidal sheet. The sheet is subjected to bending, failing due to local buckling. The numerical model and the validation procedure are carried out according to the new Eurocode 3 prEN1993-1-14 Design assisted by finite element analysis. Detailed information concerning all aspects needed to reproduce the example is included: (i) the nominal and measured values of the sheet geometry; (ii) the measured material properties of the steel; (iii) the test setup of the validation experiments; (iv) the experimental results; (v) a complete description of the finite element model and solution procedure; and (vi) the finite element results. Additionally, data related to sensitivity studies on the numerical model is also presented, including the effect of the model domain, meshing, and imperfections (shape, magnitude, direction and combinations). Overall, the article aims to provide data and guidance to designers and researchers validating similar numerical models. (c) 2024 The Author(s). Published by Elsevier Inc. This is an open access article under the CC BY license ( http://creativecommons.org/licenses/by/4.0/ )
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页数:15
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