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Rectangular Section Bar Steel Springs
Springs Made From Rectangular Section Bar Steel Design and Calculations
Lays down calculations for design of helical compression springs made from rectangular or square section wire or bar.
Applies to springs of special designs where it becomes imperative to use them fue to space limitations. Springs made from rectangular section bar should be avoided as far as possible as the springs made from circular section bar can be stressed to the same values for a ower weight of material used and for shorter overall length.
The design of such springs is based final rectangular section. Suitable trapezoidal section may have to be selected to arrive at final rectangular section.
b = Side of crosssection perpendicular to axis of the spring, mm
f_{1}, f^{2} = Sp.ring deflections corresponding to axial loads F_{2}, f_{2}, mm
f_{B} = L_{o}  L_{B}  Spring deflection in mm, related to axial load F_{B}, mm
h = Side of crosssection parallel to axis of the spring, mm
i_{f} = Number of working coils
i_{G} = Total number of coils
w = D_{m}/b = Coil ratio (w > 4)
D_{o} = External coil diameter, mm
D_{i} = Internal coil diameter, mm
D_{m} = Mean coil diameter, mm
F_{1}, F_{2}, etc = Axial load, related to load lengths, L_{1}, L_{2}, etc, N
F_{B} = Axial load related to length of compressed spring L_{s}, N
G Modulus of rigidity, N/mm?
L_{0} = Length of unloaded spring, mm
L_{1}, L_{2} = Load lengths of spring, mm
L_{B} = Length of compressed spring (all coils closed ), mm
R_{s} = Shear stress under load F, N/mm^{2}
R_{s}B = Shear stress under load FB, N/mm^{2}
S_{c} = ( Δ F / Δ f ) Spring rate, N/mm^{2}
ε = Elasticity ( resilience) coefficient, dependent on ratio of crosssection on side lengths b/h or h/b.
ψ = Stress coefficient, dependent on ratio of crosssection side lengths b/h or h/b and on coil ratio w.
Type of Coiling:
Coiled on Edge In this case longer side of the crosssection is perpendicular to the axis of the spring. This type of coiling enables large deflections, short block lengths and a high ratio of internal to external coil diameters.
Flat Coiled In this case the longer side of the crosssection is parallel to the axis of the spHng. This type of coiling enables large free lengths and low ratios of external to internal diameters.
Loading Spring made from rectangular section bars are usually used to obtain the maximum load capacity for a given space. Consequently such springs are often highly stressed. Long service cannot be expected under such conditions, especially if the range of stress is high as well as the stress at maximum load.
Flat Spring Design Formula
Shear Stress, R_{s}
Spring Deflection, f
Number of Turns
Values of Ψ and ε are given in figure below.
Values for ε
b/h or h/b

1

1·1

1·2

1·3

1·4

1·5

1·6

1·7

1·8

1·9

2



ε

5·59

5·61

5·67

5·77

5·88

6·02

6·17

6·33

6·50

6·68

6·87



b/h or h/b

2·2

2·4

2·6

2·8

3

3·2

3·4

3·6

3·8

4

4·5

5

ε

7·26

7·67

8·09

8·51

8·95

9·39

9·83

10·28

10·73

11·19

12·33

13·48

Examples of design of compression springs made from square and rectangular section material are as follows:
Example A
A1.
Design of cold coiled compression spring made from square section material, subjected to a static or infrequently varying load.
A compression spring is required to meet a load F_{1} = 250 N at L_{1} = 50 mm and F_{2} = 400 N at f_{2} = 40 mm. b = 30 mm.
The space available permits a maximum outside coil diameter D_{o} = D_{m} + b = 30 mm.
A1.1
Spring rate S_{c} from F_{1}, F_{2} and L_{1}, L_{2} is obtained as under:
( F_{2}  F_{1} ) / ( L_{1}  L_{2} ) = 150 N / 10 mm = 15 M/mm
Moreover, from load/deflection line we can obtain the free length as under:
f_{1} = F_{1}( f_{2}  f_{1} ) / ( f_{1}  f_{2} ) = 150 N x 10/50 = 16.66 mm
The free length of the spring is therefore L_{o} = 50 + 16.66 mm = 66.66 mm
A1.2
Assuming a mean Ø D_{m} = 26 mm, so that the side length of the section is restricted to b  h < 4.0 mm.
From equation (Number of working coils):
Thus:
A1.3
Assuming a minimum space S, between individual coils as 0·1 x h since the specified length l_{2} = 40 mm, we have the following:
The result of the graphic solution is
b = h  3·5
i_{t} = 7·3
i_{g} = 7·3 + 2 = 9·3 and L_{B} = 32·55 mm
Coil ratio W = 26 / 3·4 = 7·65
Al.4 Checking the maximum shear stress from formula
= 745 M/mm^{2}
The above stress is safe and plain carbon spring steel wire can be chosen for the manufacture of the springs.
Example B
Design of a cold coiled helical spring made from rectangular section wire subjected to a static or infrequently varying load.
Bl.
A compression spring is required to meet a load F_{1} = 530 N at L_{1} 55 mm and F_{2} = 1 060 N at Ls = 45 mm. The space available permits a maximum outside dia D_{o} =I D_{m} + of 25·5 mm and a rod of 14 mm should pass freely inside the spring in fitment.
Bl.1
Spring rate S_{c} from F_{1} , F_{2} and L_{1} , L_{2} is obtained as under:
( F_{2}  F_{1} ) / ( L_{1}  L_{2} ) = 530 N / 10 mm = 53 M/mm
From load/deflection line we can obtain the free length as under:.
f_{1} = F_{1}( f_{2}  f_{1} ) / ( f_{1}  f_{2} ) = 150 N x 10/50 = 16.66 mm
= 530 x 10 / 530 = 10 mm
The free length of the spring is therefore
L_{o} 55 + 10 = 65 mm
B1.2
Assuming a mean dia of D_{m} = 20 and b 5 and h = 3·5 we shall calculate the number of coils from formula
Solid height L_{B} = 12 x 3.5 = 42.0 mm
Assuming minimum space S, between individual coils as 0.1 X h, the required total clearance is 0.1 x 3·5 x 10 = 3.5 mm whereas clearance available between L_{2} and L_{B} is only 3 mm. Hence try alternative thickness of wire.
Choose a thickness say 3.45 mm and recalculate the number of coils
8l .3
Check for maximum shear stress R_{sB} from formula
In view of the above high stress, material chosen should be alloyed spring steel wire such as chrome silicon or chrome vanadium spring steel wire.
Shot Peening of Springs Springs made from rectangular section bars may be shot peened to increase their life. Lower stress range shall be used for the purposes of calculations even when the springs are shot peened.
Reference:
ISO 7906, Part IV Helical Comression Springs Design Standard