Difference between revisions of "Contact Spring Calculations"
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</figure> | </figure> | ||
The influence of the dimensions can be illustrated best by using the single side fixed beam model <xr id="fig:Oneside_fixed_contact_bending_spring"/><!--(Fig. 6.20)-->. For small deflections the following equation is valid: | The influence of the dimensions can be illustrated best by using the single side fixed beam model <xr id="fig:Oneside_fixed_contact_bending_spring"/><!--(Fig. 6.20)-->. For small deflections the following equation is valid: | ||
− | : | + | :$F = \frac{3 \cdot E \cdot J}{L^3} $ |
where J is the momentum of inertia of the rectangular cross section of the beam | where J is the momentum of inertia of the rectangular cross section of the beam | ||
− | : | + | :$J = \frac{B \cdot D^3}{12}$ |
For springs with a circular cross-sectional area the momentum of inertia is | For springs with a circular cross-sectional area the momentum of inertia is | ||
− | : | + | :$J=\pi D^4/64$ |
− | : | + | :$D= Durchmesser$ |
To avoid plastic deformation of the spring the max bending force σ<sub>max</sub> cannot be exceeded | To avoid plastic deformation of the spring the max bending force σ<sub>max</sub> cannot be exceeded | ||
− | : | + | :$\sigma_{max} = \frac{3 \cdot E \cdot D}{2L^2}\cdot_{max}$ |
The stress limit is defined through the fatigue limit and the 0.2% elongation limit resp. | The stress limit is defined through the fatigue limit and the 0.2% elongation limit resp. | ||
− | : | + | :$\times_{max} = \frac{2 \cdot L^2}{3 \cdot D \cdot E}R_{p0,2}$ |
<br />and/or<br /> | <br />and/or<br /> | ||
− | : | + | :$F_{max} = \frac{B \cdot D^2}{6L}R_{p0,2}$ |
Line 28: | Line 28: | ||
Deflection | Deflection | ||
− | : | + | :$ \times = \frac{F}{2 \cdot E \cdot J}L^3$ |
− | : | + | :$= \frac{6 \cdot F}{E \cdot B}\cdot \frac{L^3}{D^3}$ |
Max. bending force | Max. bending force | ||
− | : | + | :$\sigma_{max}= \frac{18 \cdot F \cdot L}{B \cdot D^2}$ |
<li>'''Trapezoidal spring'''</li> | <li>'''Trapezoidal spring'''</li> | ||
Deflection | Deflection | ||
− | : | + | :$ \times = \frac{F}{(2 + B_{min} /B_{max})}\times \frac{L^3}{E \cdot J}$ |
− | : | + | :$\times= \frac{12 \cdot F}{(2 + B_{min} /B_{max})}\cdot \frac{L^3}{E \cdot B \cdot D^3}$ |
Max. bending force | Max. bending force | ||
− | : | + | :$\sigma_{max}= \frac{18 \cdot F \cdot L}{(2 + B_{min} /B_{max}) \cdot B_{max} \cdot D^2 }$ |
</ul> | </ul> | ||
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[[de:Berechnung_von_Kontaktfedern]] | [[de:Berechnung_von_Kontaktfedern]] | ||
+ | <ul><li>--</li></ul> |
Revision as of 15:17, 20 December 2016
Contact Spring Calculations
The influence of the dimensions can be illustrated best by using the single side fixed beam model Figure 1. For small deflections the following equation is valid:
- $F = \frac{3 \cdot E \cdot J}{L^3} $
where J is the momentum of inertia of the rectangular cross section of the beam
- $J = \frac{B \cdot D^3}{12}$
For springs with a circular cross-sectional area the momentum of inertia is
- $J=\pi D^4/64$
- $D= Durchmesser$
To avoid plastic deformation of the spring the max bending force σmax cannot be exceeded
- $\sigma_{max} = \frac{3 \cdot E \cdot D}{2L^2}\cdot_{max}$
The stress limit is defined through the fatigue limit and the 0.2% elongation limit resp.
- $\times_{max} = \frac{2 \cdot L^2}{3 \cdot D \cdot E}R_{p0,2}$
and/or
- $F_{max} = \frac{B \cdot D^2}{6L}R_{p0,2}$
- Triangular spring
- $ \times = \frac{F}{2 \cdot E \cdot J}L^3$
- $= \frac{6 \cdot F}{E \cdot B}\cdot \frac{L^3}{D^3}$
- $\sigma_{max}= \frac{18 \cdot F \cdot L}{B \cdot D^2}$
- Trapezoidal spring
- $ \times = \frac{F}{(2 + B_{min} /B_{max})}\times \frac{L^3}{E \cdot J}$
- $\times= \frac{12 \cdot F}{(2 + B_{min} /B_{max})}\cdot \frac{L^3}{E \cdot B \cdot D^3}$
- $\sigma_{max}= \frac{18 \cdot F \cdot L}{(2 + B_{min} /B_{max}) \cdot B_{max} \cdot D^2 }$
Deflection
Max. bending force
Deflection
Max. bending force
References
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