Menu

Thrust washer (oscillating movement)

Thrust washer D i D o
Thrust washer
Oscillating cycle (and36)φ(and36) 2 1 3 4 φ φ
Oscillating cycle $φ$

Values for calculation

$F$ $\mathrm{N}$
$D_i$ $\mathrm{mm}$
$D_o$ $\mathrm{mm}$
$\overline{p}_{sta,max}$ $\mathrm{MPa}$
$\overline{p}_{dyn,max}$ $\mathrm{MPa}$
$U_{max}$ $\mathrm{m/s}$
$\overline{p}U_{max}$ $\mathrm{MPa\cdot m/s}$
$Q$
$N_{osz}$ $\mathrm{1/min}$
$φ$ $\mathrm{°}$
$a_L$
$a_T$
$a_M$

Calculation

Specific load limit

$\text{if }\ 10^7\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
$\text{if }\ 10^7\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
Equations in LaTeX code
\text{if }\ 10^7\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}
$$\overline{p}_{lim}=\cfrac{-1/9000000\cdot Q+280/9}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-1/9000000\cdot Q+280/9}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-1/9000000\cdot Q+280/9}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 10^7\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
$\text{else if }\ 10^7\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
Equations in LaTeX code
\text{else if }\ 10^7\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}
$$\overline{p}_{lim}=\cfrac{(-1/18000000\cdot Q+140/9)}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{(-1/18000000\cdot Q+140/9)}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{(-1/18000000\cdot Q+140/9)}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 10^6\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
$\text{else if }\ 10^6\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
Equations in LaTeX code
\text{else if }\ 10^6\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}
$$\overline{p}_{lim}=\cfrac{-7/4500000\cdot Q+410/9}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-7/4500000\cdot Q+410/9}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-7/4500000\cdot Q+410/9}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 10^6\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
$\text{else if }\ 10^6\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
Equations in LaTeX code
\text{else if }\ 10^6\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}
$$\overline{p}_{lim}=\cfrac{-7/9000000\cdot Q+205/9}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-7/9000000\cdot Q+205/9}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-7/9000000\cdot Q+205/9}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 10^5\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
$\text{else if }\ 10^5\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
Equations in LaTeX code
\text{else if }\ 10^5\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}
$$\overline{p}_{lim}=\cfrac{-2/112500\cdot Q+556/9}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-2/112500\cdot Q+556/9}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-2/112500\cdot Q+556/9}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 10^5\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
$\text{else if }\ 10^5\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
Equations in LaTeX code
\text{else if }\ 10^5\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}
$$\overline{p}_{lim}=\cfrac{-1/112500\cdot Q+278/9}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-1/112500\cdot Q+278/9}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-1/112500\cdot Q+278/9}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 10^4\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
$\text{else if }\ 10^4\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
Equations in LaTeX code
\text{else if }\ 10^4\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}
$$\overline{p}_{lim}=\cfrac{-1/4500\cdot Q+740/9}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-1/4500\cdot Q+740/9}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-1/4500\cdot Q+740/9}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 10^4\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
$\text{else if }\ 10^4\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
Equations in LaTeX code
\text{else if }\ 10^4\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}
$$\overline{p}_{lim}=\cfrac{-1/9000\cdot Q+370/9}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-1/9000\cdot Q+370/9}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-1/9000\cdot Q+370/9}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 8000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
$\text{else if }\ 8000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
Equations in LaTeX code
\text{else if }\ 8000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}
$$\overline{p}_{lim}=\cfrac{-0.0025\cdot Q+105}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-0.0025\cdot Q+105}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-0.0025\cdot Q+105}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 8000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
$\text{else if }\ 8000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
Equations in LaTeX code
\text{else if }\ 8000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}
$$\overline{p}_{lim}=\cfrac{-0.001\cdot Q+50}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-0.001\cdot Q+50}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-0.001\cdot Q+50}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 6000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
$\text{else if }\ 6000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
Equations in LaTeX code
\text{else if }\ 6000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}
$$\overline{p}_{lim}=\cfrac{-0.005\cdot Q+125}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-0.005\cdot Q+125}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-0.005\cdot Q+125}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 6000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
$\text{else if }\ 6000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
Equations in LaTeX code
\text{else if }\ 6000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}
$$\overline{p}_{lim}=\cfrac{-0.002\cdot Q+58}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-0.002\cdot Q+58}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-0.002\cdot Q+58}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 4000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
$\text{else if }\ 4000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
Equations in LaTeX code
\text{else if }\ 4000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}
$$\overline{p}_{lim}=\cfrac{-0.01\cdot Q+155}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-0.01\cdot Q+155}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-0.01\cdot Q+155}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 4000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
$\text{else if }\ 4000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
Equations in LaTeX code
\text{else if }\ 4000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}
$$\overline{p}_{lim}=\cfrac{-0.002\cdot Q+58}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-0.002\cdot Q+58}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-0.002\cdot Q+58}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 2000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
$\text{else if }\ 2000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}$
Equations in LaTeX code
\text{else if }\ 2000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{steady load}
$$\overline{p}_{lim}=\cfrac{-0.0125\cdot Q+165}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-0.0125\cdot Q+165}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-0.0125\cdot Q+165}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ 2000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
$\text{else if }\ 2000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}$
Equations in LaTeX code
\text{else if }\ 2000\le Q\wedge\text{type }$$\text{of }$$\text{loading}= \text{dynamic load}
$$\overline{p}_{lim}=\cfrac{-0.005\cdot Q+70}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{-0.005\cdot Q+70}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{-0.005\cdot Q+70}{140}\cdot \overline{p}_{dyn,max}
$\text{else if }\ \text{type }$$\text{of }$$\text{loading}= \text{steady load}$
$\text{else if }\ \text{type }$$\text{of }$$\text{loading}= \text{steady load}$
Equations in LaTeX code
\text{else if }\ \text{type }$$\text{of }$$\text{loading}= \text{steady load}
$$\overline{p}_{lim}=\cfrac{140}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{140}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{140}{140}\cdot \overline{p}_{dyn,max}
$\text{else}$
$\text{else}$
Equations in LaTeX code
\text{else}
$$\overline{p}_{lim}=\cfrac{60}{140}\cdot \overline{p}_{dyn,max}$$
$\overline{p}_{lim}=\cfrac{60}{140}\cdot \overline{p}_{dyn,max}$
Equations in LaTeX code
\overline{p}_{lim}=\cfrac{60}{140}\cdot \overline{p}_{dyn,max}

Specific load

$$\overline{p}=\cfrac{4\cdot F}{π\cdot\left(D_o^2-D_i^2\right)}$$
$\overline{p}=\cfrac{4\cdot F}{π\cdot\left(D_o^2-D_i^2\right)}$
Equations in LaTeX code
\overline{p}=\cfrac{4\cdot F}{π\cdot\left(D_o^2-D_i^2\right)}
$$\overline{p}\le \overline{p}_{lim}$$
$\overline{p}\le \overline{p}_{lim}$
Equations in LaTeX code
\overline{p}\le \overline{p}_{lim}

Rotational speed

$$N=\cfrac{4\cdot φ\cdot N_{osz}}{360}$$
$N=\cfrac{4\cdot φ\cdot N_{osz}}{360}$
Equations in LaTeX code
N=\cfrac{4\cdot φ\cdot N_{osz}}{360}

Sliding speed

$$U=\cfrac{\cfrac{D_o+D_i}{2}\cdot π\cdot N}{60\cdot 10^3}$$
$U=\cfrac{\cfrac{D_o+D_i}{2}\cdot π\cdot N}{60\cdot 10^3}$
Equations in LaTeX code
U=\cfrac{\cfrac{D_o+D_i}{2}\cdot π\cdot N}{60\cdot 10^3}
$$U\le U_{max}$$
$U\le U_{max}$
Equations in LaTeX code
U\le U_{max}

$ \overline{p}U $ factor

$$\overline{p}U=\overline{p}\cdot U$$
$\overline{p}U=\overline{p}\cdot U$
Equations in LaTeX code
\overline{p}U=\overline{p}\cdot U
$$\overline{p}U\le \overline{p}U_{max}$$
$\overline{p}U\le \overline{p}U_{max}$
Equations in LaTeX code
\overline{p}U\le \overline{p}U_{max}

Bearing size factor

$$a_B=1.25\cdot D_i^\left(-0.0445\cdot\ln{D_i}+0.0489\right)$$
$a_B=1.25\cdot D_i^\left(-0.0445\cdot\ln{D_i}+0.0489\right)$
Equations in LaTeX code
a_B=1.25\cdot D_i^\left(-0.0445\cdot\ln{D_i}+0.0489\right)

High load factor

$$a_E=\cfrac{\overline{p}_{lim}-\overline{p}}{\overline{p}_{lim}}$$
$a_E=\cfrac{\overline{p}_{lim}-\overline{p}}{\overline{p}_{lim}}$
Equations in LaTeX code
a_E=\cfrac{\overline{p}_{lim}-\overline{p}}{\overline{p}_{lim}}

Modified $ \overline{p}U $ value

$$\overline{p}U_{mod}=\cfrac{3.34\cdot 10^{-5}\cdot F\cdot N}{a_E\cdot\left(D_o-D_i\right)\cdot a_T\cdot a_M\cdot a_B}$$
$\overline{p}U_{mod}=\cfrac{3.34\cdot 10^{-5}\cdot F\cdot N}{a_E\cdot\left(D_o-D_i\right)\cdot a_T\cdot a_M\cdot a_B}$
Equations in LaTeX code
\overline{p}U_{mod}=\cfrac{3.34\cdot 10^{-5}\cdot F\cdot N}{a_E\cdot\left(D_o-D_i\right)\cdot a_T\cdot a_M\cdot a_B}

Bearing service life

$$L_H=\cfrac{410}{\overline{p}U_{mod}}-a_L$$
$L_H=\cfrac{410}{\overline{p}U_{mod}}-a_L$
Equations in LaTeX code
L_H=\cfrac{410}{\overline{p}U_{mod}}-a_L

Total number of cycles

$$Z_T=L_H\cdot N_{osz}\cdot 60$$
$Z_T=L_H\cdot N_{osz}\cdot 60$
Equations in LaTeX code
Z_T=L_H\cdot N_{osz}\cdot 60
$$Q\le Z_T$$
$Q\le Z_T$
Equations in LaTeX code
Q\le Z_T
On this page