Autor: |
Tereza Juhászová, Stanislav Seitl, Lucas Braet, Daniel Jindra, Petr Miarka |
Rok vydání: |
2021 |
Předmět: |
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Zdroj: |
Procedia Structural Integrity. 2021, vol. 33, issue 1, p. 1065-1072. |
ISSN: |
2452-3216 |
DOI: |
10.1016/j.prostr.2021.10.118 |
Popis: |
Pilot fatigue experiments of a stainless-steel IPE80 profile showed local bending at the top flange and a global stability loss. Therefore, in this paper we present a non-linear numerical study of such profile to achieve an optimal stress state and reduce the possible stability loss and to keep the stress distribution close to Euler-Bernoulli’s beam theory. This was assessed by reaching a tensile stress in the bottom flange less than the material’s yielding strength and by a varying span to the profile’s height and by varying the loading options from three-point bending to four-point bending. |
Databáze: |
OpenAIRE |
Externí odkaz: |
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