1 Single-layer open wave spring and single-layer closed wave spring

1.1 Single-layer open wave spring and single-layer closed wave spring load

3827c26e731536ad6f9858e94272c28c.jpg?ct=webp………………(B.1)

of which

N

2.0-4.0

4.5-6.5

7.0-9.5

≥10

K

3.88

2.90

2.30

2.13

Note: In actual production, the load of a single-layer open wave spring is slightly smaller than that of a single-layer closed wave spring.

 

1.2 Calculated stress of single-layer open wave spring and single-layer closed wave spring

8a56785c60cf168a87074882e3001fc5.jpg?ct=webp………………(B.2)

 

1.3 Stiffness of single-layer open wave spring and single-layer closed wave spring

238c5c02224e45cccab494f3f4a8663e.jpg?ct=webp………………(B.3)

1.4 Deformation energy of single-layer open wave spring and single-layer closed wave spring

edfa9cc656a9bfd87ec892c2797f0a52.jpg?ct=webp………………(B.4)

2 peak-to-peak multi-layer wave spring

2.1 Peak-to-peak multilayer wave spring loading

84b4d90433c021c55bf4f12e411a1b0a.jpg?ct=webp………………(B.5)

2.2 Calculated stress of peak-to-peak multi-layer wave spring

abeba82d61ba8b50930c8237f75e7ad4.jpg?ct=webp………………(B.6)

2.3 Peak-to-peak multilayer wave spring stiffness

2dc99efe9c069e0473b07018baaa8b97.jpg?ct=webp………………(B.7)

2.4 Peak-to-peak multilayer wave spring deformation energy

8969fbc0b7feb0f22029272192543525.jpg?ct=webp………………(B.8)

3 Peak-to-valley multi-layer wave spring

3.1 Peak-to-valley multi-layer wave spring load

29e3acb27ca2af6e8490500794da979a.jpg?ct=webp………………(B.9)

3.2 Calculated stress of peak-to-valley multilayer wave spring

2dd98c13bc38ac94241609e66da0a56a.jpg?ct=webp………………(B.10)

3.3 Peak-to-valley multilayer wave spring stiffness

e0687ad60fd39471f6a823469bce8db1.jpg?ct=webp………………(B.11)

3.4 Peak-to-valley multilayer wave spring deformation energy

c702e139df060881f1d91577bfea3109.jpg?ct=webp………………(B.12)

4 Load classification, allowable stress

4.1 Load classification

Static load: The applied load remains unchanged or changes only occasionally over a long period of time, and the number of changes within the specified life is less than 1×104 times.

Variable load: The load acting on the wave spring changes cyclically between the preload P1 and the working load P2, and the number of changes is greater than 1×104 times within the specified life.

4.2 Allowable stress of wave spring under static load

For wave springs under static load, the stress of the wave spring should be calculated by verifying the formulas in B.3.1.2, B.3.2.2, and B.3.3.2 to ensure the stability of the free height. The calculated stress σs during flattening should be close to the yield limit σ of the wave spring material.

4.3 Fatigue limit of wave spring under variable load

Table B2 provides methods for estimating fatigue limits by calculating stresses when wave springs are operated at two heights. Although these methods have been proven, test methods are recommended to confirm fatigue limits.

Life factor X

Fatigue limit (times)

<0.40

<30,000

0.40~0.49

30,000-50,000

0.56~0.60

75,000-100,000

0.61~0.67

100,000-200,000

0.68~0.70

200,000-1,000,000

>0.70

Over 1,000,000

Life coefficientba842510b16ad11eb987e880cb9e79c8.png?ct=webp, where: σ = yield strength of material

S1=calculated stress at lower working point; S2=calculated stress at higher working point

Raleigh Spring Elasticity Technology Co., Ltd was founded by the national standards writer and focuses on the R&D and manufacturing of wave springs. It has a complete production chain from raw materials to special equipment and product manufacturing. Used in the automotive industry, aerospace, elevator braking, machine tool spindles, rail transit, valves, power switches, oil drilling, shipbuilding, wind braking, chip IGBT, motors and other industries. Raleigh has served more than 3,000 industrial enterprises and always insists on providing the best products and technical solutions to every customer!