wikifemfuchde2020:buckling
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| Entrambe le parti precedenti la revisioneRevisione precedenteProssima revisione | Revisione precedente | ||
| wikifemfuchde2020:buckling [2020/06/04 05:12] – [a few notes] ebertocchi | wikifemfuchde2020:buckling [2021/06/07 15:09] (versione attuale) – [Flexural-torsional buckling example] ebertocchi | ||
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| + | ====== Buckling in FE simulations ====== | ||
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| + | [[https:// | ||
| + | ===== Euler column buckling ===== | ||
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| + | base model: {{ : | ||
| + | {{ : | ||
| + | {{ : | ||
| + | {{ : | ||
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| + | buckling load theoretical evaluation: {{ : | ||
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| + | steps: | ||
| + | * nonlinear loadcase, unperturbed ([[https:// | ||
| + | * preloaded structure natural modes | ||
| + | * nonlinear loadcase, perturbed | ||
| + | * linearized pre-buckling analysis | ||
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| + | ===== Flexural-torsional buckling example ===== | ||
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| + | {{ : | ||
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| + | {{ : | ||
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| + | profile made in s235jr steel | ||
| + | |||
| + | thickness: | ||
| + | {{tablelayout? | ||
| + | ^ ^ thickness | ||
| + | | flanges | ||
| + | | web | 2mm | | ||
| + | | gusset plates at supports | ||
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| + | simply supported in the vertical (//y//) direction the at gusset plate - lower flange intersection nodes ('' | ||
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| + | 100kN load, uniformly distributed along the intersection line between the upper flange and the web spanning from support to supports ('' | ||
| + | Please note that in MSC.Marc the supplied point load value is applied to **each** associated node. | ||
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| + | Evaluate the peak equivalent von Mises stress along the structure according to the linear elastic modeling. | ||
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| + | Due to the compressive state of the profile web, a check with respect to buckling is also required. | ||
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| + | ===== Post-buckling analysis of a complex structure ===== | ||
| + | {{ : | ||
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| + | {{ : | ||
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| + | {{ : | ||
