Unterschiede
Hier werden die Unterschiede zwischen zwei Versionen angezeigt.
| Beide Seiten der vorigen RevisionVorhergehende ÜberarbeitungNächste Überarbeitung | Vorhergehende Überarbeitung | ||
| en:berechnungen:festigkeitsberechnung [2025/02/18 09:28] – cschall | en:berechnungen:festigkeitsberechnung [2025/09/03 12:27] (aktuell) – [Shear Stress] neelest | ||
|---|---|---|---|
| Zeile 1: | Zeile 1: | ||
| ======Stress Analysis====== | ======Stress Analysis====== | ||
| - | The strength calculation determines the maximum load of the screw with the shear | + | -> [[..: |
| - | stress hypothesis according to TRESCA: | + | |
| + | ===== Equivalent Stress===== | ||
| + | |||
| + | The strength calculation determines the maximum load on the screw using the shear stress hypothesis according to TRESCA: | ||
| $$σ_v = \sqrt {(σ_x - σ_y)^2 + 4τ_{xy}^2}$$ | $$σ_v = \sqrt {(σ_x - σ_y)^2 + 4τ_{xy}^2}$$ | ||
| - | The screw fails above this stress. The hypothesis | + | Since the rotation of the screw represents a purely torsional load, the hypothesis |
| - | of the screw generates only torsion | + | As bending of the screw can also be neglected, the normal stress in the y-direction |
| - | therefore just shear stress | + | $\sigma_y$ may likewise be disregarded. |
| - | calculated | + | The normal stress in the x-direction $\sigma_x$ therefore results solely from the pressures at the inlet and outlet |
| + | |||
| + | $$σ_v = \sqrt {σ_x^2 + 4τ_{xy}^2}$$ | ||
| + | |||
| + | The screw' | ||
| + | |||
| + | ===== Normal Stress===== | ||
| + | |||
| + | The normal | ||
| + | |||
| + | $$\sigma_x = \sigma_{x, | ||
| + | $$\text{with}$$ | ||
| + | $$\sigma_{x, | ||
| + | $$\text{and}$$ | ||
| + | $$\sigma_{x, | ||
| + | |||
| + | With the outer diameter $D$ and the screw core diameter $d$.\\ | ||
| + | The acting force results from the pressure and the projected area on which the pressure acts. It is assumed that the compressive | ||
| + | |||
| + | ===== Shear Stress===== | ||
| + | |||
| + | The shear stress | ||
| - | $$τ_{max} = \frac{M_t}{W_t} = \frac{M_t \cdot a_{max}}{l_p}$$ | + | $$\tau_{nominal} = \frac{M_t}{W_t} = \frac{M_t \cdot a_{max}}{I_p}$$ |
| - | with the torque $M_t$, the section modulus $W_t$, the polar area moment of inertia $I_p$ and the maximum | + | with the torque $M_t$, the section modulus $W_t$, the polar moment of inertia $I_p$ and the maximum |
| - | Another influencing factor for the calculation of the screw strength is the radius, which | + | Another influencing factor for calculating |
| - | indicates | + | |
| - | defined | + | |
| - | $$K_{t,f} = 1+ \frac{1}{\sqrt{3, | + | $$\alpha_{\tau} = 1+ \frac{1}{\sqrt{3, |
| - | with the radius at the web $r$, the radius difference $t = \frac{D}{2} - \frac{d}{2} = h$, the screw core diameter $d$ and the screw outer diameter $D$. | + | with the radius at the flight |
| - | Together with the notch coefficient | + | From the shape factor, |
| $$\beta_{\tau} = \frac{\alpha_\tau}{n}$$ | $$\beta_{\tau} = \frac{\alpha_\tau}{n}$$ | ||
| $$\text{with}$$ | $$\text{with}$$ | ||
| - | $$n=1+\sqrt{G' | + | $$n=1+\sqrt{G' |
| $$\text{and}$$ | $$\text{and}$$ | ||
| $$G' | $$G' | ||
| - | the total influence factor $K_\tau$ | + | The total influence factor $K_\tau$ (DIN 743-1) |
| $$K_\tau = \left( \frac{\beta_\tau}{K_2(d)}+\frac{1}{K_{F, | $$K_\tau = \left( \frac{\beta_\tau}{K_2(d)}+\frac{1}{K_{F, | ||
| $$\text{with}$$ | $$\text{with}$$ | ||
| - | $$K_2(d)=1-0, | + | $$K_2(d)=1-0, |
| - | and with the influence of the surface roughness $K_{F, | + | as well as with the influence of surface roughness $K_{F, |
| + | The values apply up to a diameter of 25 mm and decrease linearly beyond this value down to 1.0 at a diameter of 40 mm. For diameters above 40 mm, the value remains constant at 1.0. | ||
| - | The stress | + | The resulting shear stress, taking into account these influencing factors, is given by: |
| - | $$\tau_{max,korr.}=\frac{\tau_{max}}{K_\tau}$$ | + | $$\tau_{xy} = \tau_{max}=\tau_{nominal} \cdot K_\tau$$ |
| ===Further topics=== | ===Further topics=== | ||
| * [[en: | * [[en: | ||
| + | * [[en: | ||
| * [[en: | * [[en: | ||
| * [[en: | * [[en: | ||
| Zeile 50: | Zeile 74: | ||
| * [[en: | * [[en: | ||
| * [[en: | * [[en: | ||
| + | * [[en: | ||
| * [[en: | * [[en: | ||
| * [[en: | * [[en: | ||