Prossima revisione | Revisione precedente |
wikimscp2023:start [2023/09/18 11:07] – creata ebertocchi | wikimscp2023:start [2024/05/06 14:35] (versione attuale) – [Virtual lab] ebertocchi |
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{{ :wikipaom2023:dispensa_2022_v20220317.pdf |lecture notes}}, as on 20220317 (big endian), 135% scaled version. | {{ :wikipaom2023:dispensa_2022_v20220317.pdf |lecture notes}}, as on 20220317 (big endian), 135% scaled version. |
| Porzioni corrette: |
| * {{ :wikimscp2023:oopshear_2023a.pdf |Paragrafo oop. shear aggiornato}} |
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{{ :wikiffcd2022:exam_formulary_20210607a.pdf |Exam formulary}}. | {{ :wikiffcd2022:exam_formulary_20210607a.pdf |Exam formulary}}. |
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===== Virtual lab ===== | ===== Laboratorio ===== |
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[[:virtualcdmlab2023: | Virtual lab for the 2023 courses]], | [[:virtualcdmlab2023: | Terminal server lab for the 2023 courses]], |
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===== Videos ===== | ===== Videos ===== |
===== Roba sparsa ===== | ===== Roba sparsa ===== |
FIXME | FIXME |
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| Reference L-shaped cross section, to verify the coupled bending formulas: {{ :wikiffcd2022:l-section.wxmx |maxima worksheet}}, {{ :wikiffcd2022:l-section.mud |Oxy}} and {{ :wikiffcd2022:l-section-rot.mud |G12}} oriented MSC.Marc/Mentat linear models. |
| Large rotation, animated |
| {{ :wikiffcd2022:l-section-largerots-hie.mud |hiE}} |
| {{ :wikiffcd2022:l-section-largerots-lowe.mud |lowE}} |
| models, {{:wikiffcd2022:l-section-largerots-hie_rotunitm.gif?linkonly|gif animation}}. |
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| **Moti elementari per l'elemento piastra alla Mindlin.** |
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| Colonne matrice //S// secondo paragrafo matrice massa, modello marc |
| {{ :wikiffcd2022:monoelem_piastra_motielementari_singolidof.mfd |}} |
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| Diverso set di modi elementari di deformazione, più ragionati in termini di stato deformativo indotto. |
| {{ :wikiffcd2022:modi_piastra_mindlin_v003.pdf |quad4 Mindlin plate elementary modes}}, {{ :wikimscp2023:drilling_modes_for_shear_locking.pdf |}}. |
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| **Patch test for the plate element** {{ :wikiffcd2023:quad4plates_patch_test.wxmx |maxima worksheet}}, {{ :wikiffcd2023:macneal1985proposed_fig2_patch_test.mud |mentat model}}, {{ :restricted:macneal1985proposed.pdf |reference paper from literature}}. |
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| ==== Roller bearing questionable modeling ==== |
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| {{:wikipaom2015:singolarita_cuscinetti_tensioni.gif?200|}} |
| {{:wikipaom2015:singolarita_cuscinetti_cedimenti.gif?200|}} |
| {{:wikipaom2016:singolarita_cuscinetti_dubbia_modellazione.mud| modello marc/mentat}} |
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| ==== RBE2 vs. RBE3 ==== |
| {{ :wikipaom2019:dimostratore_rbe2_vs_rbe3.mud |}} |
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| ==== Dynamics related stuff ==== |
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| ** On the relevance of constraining in dynamic analyses ** |
| [[https://www.youtube.com/watch?v=0GEj69NANc8|back view]] [[https://www.youtube.com/watch?v=RihcJR0zvfM|side view]] relevance of (improper) constraints on the dynamic behaviour of a structure. |
| Design is reliable in actual operational conditions ([[https://en.wikipedia.org/wiki/Boeing_CH-47_Chinook|link]]). |
| Added constraints stiffen up the structure, thus increasing natural frequencies. |
| However, a 0 Hz rigid body mode natural frequency may rise to a finite value due to added positioning constraints; the associate natural mode may be excited in resonance by dynamic loads. |
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| **Poor man dynamic response animated view** |
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| {{ :wikialtro2018:animacomp.proc | MSC.Mentat procedure for creating poor man harmonic response animations}} |
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| {{ :wikifemfuchde2019:animamodipropri.proc | MSC.Mentat procedure for creating poor man natural mode animations}} |
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| **Structural damping references** |
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| {{ :wikipaom2017:structural_damping_values_jdstevenson.pdf |}} |
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| {{ :wikipaom2017:damping_cross-reference_and_material_properties.pdf |}} |
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| {{ :wikipaom2017:f_orban_damping_of_materials_and_members_in_structures.pdf |}} |
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| {{ :wikipaom2017:tom_irvine_damping_in_bolted_and_welded_joints.pdf |}} |
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| {{ :wikipaom2017:estratto_afwal-tr-84-3089v2_dampingvalues.pdf |estratto}} vol. 2, sezione 8 di Soovere, J., and M. L. Drake. Aerospace Structures Technology Damping Design Guide.LOCKHEED-CALIFORNIA CO BURBANK, 1985. |
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| ==== Instabilità ==== |
| [[https://en.wikipedia.org/wiki/Euler%27s_critical_load|Buckling what?]], |
| {{ :wikipaom2023:euler_beam_buckling_2023_noplv.wxmx |}}, |
| [[https://cdm.ing.unimo.it/dokuwiki/wikifemfuchde2020/buckling|link to the FFCD 2020 course]] |
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| ==== Piede di biella 2d - contatti ==== |
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| Modello base: {{ :wikipaom2023:piede2d_meshed.mfd |}} |
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| Contatto piede-bronzina: interferenza radiale 0.03 mm (corpi discretizzati in accoppiamento nominale senza gioco né interferenza) |
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| Contatto bronzina-spinotto: gioco radiale 0.05 mm (corpi discretizzati con tale gioco di accoppiamento). |
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| Carico sullo spinotto: 28.8kN, da distribuirsi su area diametrale 20,9x60 mm^2. |
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| ==== Instabilità ==== |
| [[https://en.wikipedia.org/wiki/Euler%27s_critical_load|Buckling what?]], |
| {{ :wikipaom2023:euler_beam_buckling_2023_noplv.wxmx |}}, |
| [[https://cdm.ing.unimo.it/dokuwiki/wikifemfuchde2020/buckling|link to the FFCD 2020 course]] |
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| ===== Programma turni d'esame ===== |
| Vedasi [[restricted:turni_esame_pt_pasm_paom|PT, PAOM, PASM, FFCD Exam schedules]]. |