wikifemfuchde2020:buckling
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wikifemfuchde2020:buckling [2020/06/04 05:11] – [Flexural-torsional buckling example] ebertocchi | wikifemfuchde2020:buckling [2021/06/07 15:09] (versione attuale) – [Flexural-torsional buckling example] ebertocchi | ||
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+ | ====== Buckling in FE simulations ====== | ||
+ | |||
+ | [[https:// | ||
+ | ===== Euler column buckling ===== | ||
+ | |||
+ | base model: {{ : | ||
+ | {{ : | ||
+ | {{ : | ||
+ | {{ : | ||
+ | |||
+ | buckling load theoretical evaluation: {{ : | ||
+ | |||
+ | |||
+ | steps: | ||
+ | * nonlinear loadcase, unperturbed ([[https:// | ||
+ | * preloaded structure natural modes | ||
+ | * nonlinear loadcase, perturbed | ||
+ | * linearized pre-buckling analysis | ||
+ | |||
+ | |||
+ | ===== Flexural-torsional buckling example ===== | ||
+ | |||
+ | {{ : | ||
+ | |||
+ | {{ : | ||
+ | |||
+ | profile made in s235jr steel | ||
+ | |||
+ | thickness: | ||
+ | {{tablelayout? | ||
+ | ^ ^ thickness | ||
+ | | flanges | ||
+ | | web | 2mm | | ||
+ | | gusset plates at supports | ||
+ | |||
+ | simply supported in the vertical (//y//) direction the at gusset plate - lower flange intersection nodes ('' | ||
+ | |||
+ | 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. | ||
+ | |||
+ | Evaluate the peak equivalent von Mises stress along the structure according to the linear elastic modeling. | ||
+ | |||
+ | Due to the compressive state of the profile web, a check with respect to buckling is also required. | ||
+ | |||
+ | ===== Post-buckling analysis of a complex structure ===== | ||
+ | {{ : | ||
+ | |||
+ | {{ : | ||
+ | |||
+ | {{ : | ||