2017
DOI: 10.1002/cepa.168
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05.27: Resistance of mono‐axially bent beams of welded I‐sections: FEM verification of Eurocode's buckling curve formulation

Abstract: Present Eurocode's approach to design of steel I-section beams is based on the analytical resistance evaluation yielding from the interaction resistance criteria established for beam-columns that cover two design situations: a) the flexural in-plane failure (second order biaxial bending and compression), and b) the flexural-torsional out-of-plane failure (second order spatial bending, warping torsion and compression). The Eurocode's unified resistance ultimate limit state criteria of I-sections are depended up… Show more

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Cited by 1 publication
(1 citation statement)
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“…In the thermomechanical states calculation of constructions and machine parts made from metals, their alloys and composite materials, the mechanical properties of the material depending on temperature, including tensile (compression) curves, are used [1][2][3][4][5]. These properties are determined based on the results of a static tensile test performed at different temperatures.…”
Section: Introductionmentioning
confidence: 99%
“…In the thermomechanical states calculation of constructions and machine parts made from metals, their alloys and composite materials, the mechanical properties of the material depending on temperature, including tensile (compression) curves, are used [1][2][3][4][5]. These properties are determined based on the results of a static tensile test performed at different temperatures.…”
Section: Introductionmentioning
confidence: 99%