Jh0an1
Mechanical
- Sep 5, 2013
- 16
Hi, I'm a mechanical engineer from Venezuela. I'm helping to my friend with his seats factory. He need to improve an extension spring.
The current spring has the following characteristics:
- Material: EN 10270-1 Grade SM
- Tensile Strength, Rm: 1690 N/mm² minimum.
- Wire diameter, d: 2,50 mm
- Coils number, Nt: 27 ½
- Free length, L0: 114,50 mm
- Outside diameter, OD: 22,50 mm
- Initial tension, F0: 27 N
- Assembly Length, L1: 147 mm
- Maximum Operation Length, L2: 200 mm
The springs are manufactured in an automatic coiler machine, with secondary forming of one hook.
This spring has permanent deformation (excesive stresses). Besides, the spring can not to move totally the seat from the maximum operation length.
Then, he called me and he explained me the trouble. We could to find an offering of wire 3,20 mm EN 10270-1 SH, indicated for static applications with high stresses. I am planning to suggest him the following design:
- Material: EN 10270-1 Grade SH
- Tensile Strength, Rm: 1820 N/mm² minimum.
- Wire diameter, d: 3,20 mm
- Coils number, Nt: 21
- Free length, L0: 120 mm
- Outside diameter, OD: 25,45 mm (maximum value allowable by assembly restrictions)
- Initial tension, F0: 83,2 N
- Assembly Length, L1: 147 mm
- Maximum Operation Length, L2: 200 mm
But I see that the coil torsion stress (body) is so high: 929 N/mm² (49% of Rm).
Here is my question: SMI Springs Design Handbook suggests a maximum coil torsion stress of 819 N/mm². On the other hand, the european standard EN 13906-2 specifies the same value for maximum coil torsion stress (819 N/mm²). But both documents have different rules for to calculate the real stress when the application is static: SMI method increases the torsion stress with Wahl factor (to 929 N/mm², exceeding the torsion allowable stress), while EN 13906-2 uses only the value 8*D*F/(pi*d³) (i.e., without curvature correction). With the european rule, the real stress is 765 MPa, within the allowable range.
With EN 13906-2 the design would be accepted, but according SMI method, it would be rejected. (?)
We have coiled a first sample of the spring and we have to extended it to 200 mm, by 15 hours, without permanent deformation, and without force loss.
Do you think that the SMI method is overdesigned for static springs?
Best regards, and thank you very much for your help.
P.D.: I'm suggesting increasing the bending radii and reducing the last coil to avoid hooks failure.
The current spring has the following characteristics:
- Material: EN 10270-1 Grade SM
- Tensile Strength, Rm: 1690 N/mm² minimum.
- Wire diameter, d: 2,50 mm
- Coils number, Nt: 27 ½
- Free length, L0: 114,50 mm
- Outside diameter, OD: 22,50 mm
- Initial tension, F0: 27 N
- Assembly Length, L1: 147 mm
- Maximum Operation Length, L2: 200 mm
The springs are manufactured in an automatic coiler machine, with secondary forming of one hook.
This spring has permanent deformation (excesive stresses). Besides, the spring can not to move totally the seat from the maximum operation length.
Then, he called me and he explained me the trouble. We could to find an offering of wire 3,20 mm EN 10270-1 SH, indicated for static applications with high stresses. I am planning to suggest him the following design:
- Material: EN 10270-1 Grade SH
- Tensile Strength, Rm: 1820 N/mm² minimum.
- Wire diameter, d: 3,20 mm
- Coils number, Nt: 21
- Free length, L0: 120 mm
- Outside diameter, OD: 25,45 mm (maximum value allowable by assembly restrictions)
- Initial tension, F0: 83,2 N
- Assembly Length, L1: 147 mm
- Maximum Operation Length, L2: 200 mm
But I see that the coil torsion stress (body) is so high: 929 N/mm² (49% of Rm).
Here is my question: SMI Springs Design Handbook suggests a maximum coil torsion stress of 819 N/mm². On the other hand, the european standard EN 13906-2 specifies the same value for maximum coil torsion stress (819 N/mm²). But both documents have different rules for to calculate the real stress when the application is static: SMI method increases the torsion stress with Wahl factor (to 929 N/mm², exceeding the torsion allowable stress), while EN 13906-2 uses only the value 8*D*F/(pi*d³) (i.e., without curvature correction). With the european rule, the real stress is 765 MPa, within the allowable range.
With EN 13906-2 the design would be accepted, but according SMI method, it would be rejected. (?)
We have coiled a first sample of the spring and we have to extended it to 200 mm, by 15 hours, without permanent deformation, and without force loss.
Do you think that the SMI method is overdesigned for static springs?
Best regards, and thank you very much for your help.
P.D.: I'm suggesting increasing the bending radii and reducing the last coil to avoid hooks failure.