Unterschiede
Hier werden die Unterschiede zwischen zwei Versionen angezeigt.
| Beide Seiten der vorigen RevisionVorhergehende ÜberarbeitungNächste Überarbeitung | Vorhergehende Überarbeitung | ||
| en:berechnungen:wandgleitende_materialien [2024/10/17 20:24] – [Wall-slipping materials] neelest | en:berechnungen:wandgleitende_materialien [2026/07/14 09:55] (aktuell) – cschall | ||
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| - | ======Wall-slipping | + | ======Wall-slipping |
| - | The content is currently being processed and will be made available shortly. Please be patient. | + | When considering flow processes in rheometers, but also in practical |
| - | When considering | + | |
| - | such as dies, plasticating | + | |
| - | wall adhering. In polymer | + | |
| - | However, there are some materials, | + | |
| - | polyethylene of high density (HDPE) and the economically important polyvinylchloride | + | |
| - | (PVC, frequently | + | |
| - | wall slipping under certain conditions. | + | |
| - | In order to calculate | + | When the transition from wall adhesion to wall slip occurs, most equations used to calculate a flow are no longer valid. Since this is a very complex phenomenon that depends on viscosity, shear rate, shear stress, temperature, |
| - | **PSI**, the option “wall slipping” has been added in the software. For this, critical | + | |
| - | Chapter Rheological Material Data. | + | |
| - | When choosing | + | Due to the complex relationships involved, the influence on the pressure-throughput behavior is neglected; instead, only the reduction in shear dissipation |
| - | occurs above the critical wall shear stress. For this, the shear stresses at the barrel | + | |
| - | wall and the root surface are evaluated and limited to a value whose maximum | + | |
| - | equal to the critical shear stress at the wall. | + | |
| - | $$τ_ {WH,S} > τ_{krit} ⇒ τ_S = τ_{krit}$$ | + | In REX/PSI, wall slip occurs above a critical shear stress. [[..: |
| - | This limitation affects | + | For the dissipation calculation, |
| - | pressure gradient. Thus, the pressure build-up capacity decreases but also the | + | |
| - | pressure consumption | + | $$ \tau_0 = \eta_0 \cdot \dot{\gamma} $$ |
| + | $$ if $$ | ||
| + | $$ \tau_0 > \tau_{crit}(T) $$ | ||
| + | $$ then $$ | ||
| + | $$ \Delta \tau = \tau_0 - \tau_{crit}(T) $$ | ||
| + | $$ \tau_{target} = \tau_{crit}(T) + \Delta \tau \cdot k_{mat} $$ | ||
| + | $$ with $$ | ||
| + | $$ 0 < k_{mat} \leq 1 $$ | ||
| + | $$ it~follows~that $$ | ||
| + | $$ \eta_{wall~slipping} = \frac{\tau_{target}}{\dot{\gamma}} $$ | ||
| + | |||
| + | If the local shear stress is greater than the critical shear stress, the shear stress is reduced by means of the factor $k_{mat}$. A value of $0$ corresponds to a hard limit at $\tau_{krit}$, | ||
| + | |||
| + | **Important: | ||
| + | |||
| + | If wall slip is checked in the material data, the values entered there are used. If wall slip is unchecked there, wall slip is still calculated using predefined values, since experience has shown that, especially for high-viscosity polymers with correspondingly high shear stresses, an excessively high temperature would otherwise be calculated. The default values used in this case are a critical shear stress of $\tau_{krit}=100 kPa$ and $k_{mat}=0, | ||
| - | **Platzhalter Abb. 9.36: Druckverlauf mit und ohne Wandgleiten** | ||
| ===Further topics=== | ===Further topics=== | ||
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