wikifemfuchde2018:lez_2018-03-28
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wikifemfuchde2018:lez_2018-03-28 [2018/05/02 05:45] – [Thin walled profile in torsion] ebertocchi | wikifemfuchde2018:lez_2018-03-28 [2018/05/02 06:15] (versione attuale) – [Thin walled profile in torsion] ebertocchi | ||
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+ | ===== Ladder frame chassis - conclusions ===== | ||
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+ | {{ : | ||
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+ | risultati foglio maxima " | ||
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+ | command line for running Mentat | ||
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+ | mentat2013.1 -ogl -glflush | ||
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+ | ---- | ||
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+ | ===== Thin walled profile in torsion ===== | ||
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+ | Open thin-walled rectangular cross section profile (a longitudinal cut is performed at the lateral wall center line, whose kerf (width) is negligible), | ||
+ | (Dimensions at the midsurface: 118x38mm), element size ranging from ~10mm to ~20mm. | ||
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+ | {{: | ||
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+ | At the A cross section, a skew-symmetry material continuity constraint is applied. | ||
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+ | The kinematic constraint at the B point (sphere in cylinder joint) is a positioning constraint, along with the $w_A=0$ axial constraint in A. | ||
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+ | A twist per unit length equaling 0.001 radiant/mm is imposed to the profile, i.e. a $\psi_B=0.001 \cdot l$ (it was, __erroneously__, | ||
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+ | The reaction moment associated with the constraint will determine the applied torque $T$. | ||
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+ | modello iniziale | ||
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+ | model, as at the end of the April, 17 lesson | ||
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+ | model, as at the beginning of the May, 2 lesson | ||
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+ | spreadsheet for the analysis of the results | ||
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+ | ---- | ||
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+ | [[https:// |