Uploaded by binukottoor

10) Design against Fluctuating Load - Problem 1

advertisement
Springs:
Design against Fluctuating Load
DME- II
Module 1: Helical Springs
Problem 1
1.
A helical compression spring of a cam-mechanism is subjected to an initial
preload of 50 N. The maximum operating force during the load cycle is 150 N.
The wire diameter is 3 mm, while the mean coil diameter is 18 mm. The spring
is made of oil-hardened and tempered valve spring wire of Grade-VW (Sut =
1430 N/mm2). Determine the factor of safety used in the design on the basis of
fluctuating stresses
Data:
πΉπ‘šπ‘Žπ‘₯ = 150 N
πΉπ‘šπ‘–π‘› = 50 N
D = 18mm
d = 3 mm
Material: Oil-hardened and tempered valve spring wire of Grade-VW
Sut = 1430 N/mm2
FOS = ?
1.
Mean Stress and Stress Amplitude
πŸ– π‘­π’Ž 𝑫
𝝅 π’…πŸ‘
Mean stress: π‰π’Ž = 𝑲𝑺
Torsional stress amplitude: 𝝉𝒂 = 𝑲
Spring Index π‘ͺ =
𝑫
𝒅
=
πŸπŸ–
πŸ‘
πŸ– 𝑭𝒂 𝑫
𝝅 π’…πŸ‘
=πŸ”
Where, stress correction factor K is given by Equation- 11.2(a) Page 169
𝑲=
πŸ’π‘ͺ−𝟏
πŸ’π‘ͺ−πŸ’
+
𝟎.πŸ”πŸπŸ“
π‘ͺ
=
4×6−1
4×6−4
0.615
+
6
𝑲 = 𝟏. πŸπŸ“πŸπŸ“
Shear stress correction factor: 𝑲𝑺 = 𝟏 +
𝑲𝑺 = 𝟏 +
𝑲𝑺 = 1.0833
𝟎.πŸ“
π‘ͺ
𝟎.πŸ“
πŸ”
πΉπ‘šπ‘Žπ‘₯ + πΉπ‘šπ‘–π‘›
150 + 50
𝑴𝒆𝒂𝒏 𝑭𝒐𝒓𝒄𝒆: πΉπ‘š =
=
= 100 𝑁
2
2
πΉπ‘šπ‘Žπ‘₯ − πΉπ‘šπ‘–π‘›
150 − 50
𝑭𝒐𝒓𝒄𝒆 π‘¨π’Žπ’‘π’π’Šπ’•π’–π’…π’†: πΉπ‘Ž =
=
= 50 𝑁
2
2
Mean stress: π‰π’Ž = 𝑲𝑺
πŸ– π‘­π’Ž 𝑫
𝝅 π’…πŸ‘
= 𝟏. πŸŽπŸ–πŸ‘πŸ‘
πŸ– ×𝟏𝟎𝟎 ×πŸπŸ–
𝝅 πŸ‘πŸ‘
π‰π’Ž = 183.91 N/mm2
Torsional stress amplitude: 𝝉𝒂 = 𝑲
πŸ– 𝑭𝒂 𝑫
𝝅 π’…πŸ‘
= 𝟏. πŸπŸ“πŸπŸ“
πŸ– ×πŸ“πŸŽ ×πŸπŸ–
𝝅 πŸ‘πŸ‘
𝝉𝒂 = 106.32 N/mm2
2.
Factor of Safety
For oil-hardened and tempered steel wires (SW and VW grade)
𝑺′ 𝒔𝒆 = 𝟎. 𝟐𝟐 𝑺𝒖𝒕 = 𝟎. 𝟐𝟐 πŸπŸ’πŸ‘πŸŽ = πŸ‘πŸπŸ’. πŸ” 𝑡/π’Žπ’ŽπŸ
π‘Ίπ’š = 𝟎. πŸ’πŸ“ 𝑺𝒖𝒕 = 𝟎. πŸ’πŸ“ πŸπŸ’πŸ‘πŸŽ = πŸ”πŸ’πŸ‘. πŸ“ 𝑡/π’Žπ’ŽπŸ
𝝉𝒂
π‘Ίπ’”π’š
− π‰π’Ž
𝑭𝑢𝑺
𝟏 ′
𝑺 𝒔𝒆
𝟐
=
𝟏
π‘Ίπ’”π’š − 𝑺′ 𝒔𝒆
𝟐
𝟏
𝟐
πŸ‘πŸπŸ’. πŸ”
πŸπŸŽπŸ”. πŸ‘πŸ
=
𝟏
πŸ”πŸ’πŸ‘. πŸ“
πŸ”πŸ’πŸ‘. πŸ“ −
πŸ‘πŸπŸ’. πŸ”
− πŸπŸ–πŸ‘. πŸ—πŸ
𝟐
𝑭𝑢𝑺
𝑭𝑢S = 1.26
Download