Generic Substitute Imperfection Patterns for the GMNIA of Tanks and Silos made of Steel or Aluminium
In EN 1993-1-6, several methods are offered for the stability design of shell structures. Most elaborate results are found by a GMNIA (“full analysis”, EN 1993-1-6:2017 8.8) where geometric substitute imperfections and material non-linearities are accounted for in the numerical model.
Knoedel, Peter +2 more
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Development of a Procedure for the Determination of the Buckling Resistance of Steel Spherical Shells according to EC 1993-1-6. [PDF]
Materials (Basel), 2021 Błażejewski P.
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Theoretical Local Buckling Behavior of Thin-Walled UHPC Flanges Subjected to Pure Compressions. [PDF]
Materials (Basel), 2021 Lee J, Kim S, Lee K, Kang YJ.
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Steel benchmark frames for structural analysis and validation studies: Finite element models and numerical simulation data. [PDF]
Data Brief, 2021 Ziemian CW, Ziemian RD.
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Experimental Study of Lateral-Torsional Buckling of Class 4 Beams at Elevated Temperature. [PDF]
Materials (Basel), 2021 Woźniczka P.
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Numerical Prediction of Local Instability in Double Corrugated Profiles. [PDF]
Materials (Basel), 2021 Piekarczuk A, Więch P.
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Validation of Stainless-Steel CHS Columns Finite Element Models. [PDF]
Materials (Basel), 2021 Jindra D, Kala Z, Kala J.
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, 2020 [Abstract] In this project, the study of the behavior of a bolted joint will be carried out, which consists of a column and two beams of different depths with gussets until the edges are equal. The study will be carried out with the help of the Abaqus software using the finite element method.
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On Numerical and Analytical Investigation of the Effectiveness of Strengthening of Steel Columns-Case Study. [PDF]
Materials (Basel)Szafran J +2 more
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Effectiveness Analysis of the Non-Standard Reinforcement of Lattice Tower Legs Using the Component-Based Finite Element Method. [PDF]
Materials (Basel)Szafran J +2 more
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