# Thermal Expansion - Stress and Force

## Stress and force when thermal expansion is restricted

Linear expansion due to change in temperature can be expressed as

dl = α lo dt                              (1)

where

dl = elongation (m)

α = temperature expansion coefficient (m/mK)

lo = initial length (m)

dt = temperature difference (oC)

The strain - or deformation - for an unrestricted expansion can be expressed as

ε = dl / lo                                  (2)

where

ε = strain - deformation

The Elastic modulus (Young's Modulus) can be expressed as

E = σ ε                                (3)

where

E = Young's Modulus (N/m2)

σ = stress (N/m2, Pa)

### Thermal Stress

When restricted expansion is "converted" to stress - then (1), (2) and (3) can be combined to

σdt = E ε

= E  dl / lo

= E α lo dt / lo

= E α dt                                  (4)

where

σdt = stress due to change in temperature (N/m2)

### Axial Force

The axial force acted by the restricted bar due to change in temperature can be expressed as

F = σdt

E α dt A                                  (5)

where

F = axial force (N)

A = cross-sectional area of bar (m2)

#### Example - Heated Steel Pipe - Thermal Stress and Force with Restricted Expansion

A DN150 Std. (6 in) steel pipe with length 50 m is heated from 20oC to 90oC. The expansion coefficient for steel is 12 10-6 m/mK. The modulus of elasticity for steel is 200 GPa (200 109 N/m2).

If the expansion of the pipe is restricted - the stress created due to the temperature change can be calculated as

σdt(200 109 N/m2) (12 10-6 m/mK) ((90oC) - (20oC))

= 168 106 N/m2 (Pa)

= 168 MPa

The outside diameter of the pipe is 168.275 mm and the wall thickness is 7.112 mm. The cross-sectional area of the pipe wall can then be calculated to

A = π (((168.275 mm) / 2)2 - ((168.275 mm) - 2 (7.112 mm)) / 2)2)

= 3598 mm2

= 3.6 10-3 m2

The force acting at the end of the pipe when it is restricted can be calculated as

F = (168 106 N/m2) (3.6 10-3 m2)

= 604800 N

= 604 kN

### Example - Thermal Tensions in Reinforced or Connected Materials

When two materials with different temperature expansion coefficients are connected - as typical with concrete and steel reinforcement, or in district heating pipes with PEH insulation etc. - temperature changes introduces tensions.

This can be illustrated with a PVC plastic bar of 10 m reinforced with a steel rod.

The free expansion of the PVC bar without the reinforcement - with a temperature change of 100 oC - can be calculated from (1) to

dlPVC = (50.4 10-6 m/mK) (10 m) (100 oC)

= 0.054 m

The free expansion of the steel rod with a temperature change of 100 oC - can be calculated from (1) to

dlsteel = (12 10-6 m/mK) (10 m) (100 oC)

= 0.012 m

If we assume that the steel rod is much stronger than the PVC bar (depends on the Young's modulus and the areas of the materials) - the tension in the PVC bar can be calculated from the difference in temperature expansion with (4) as

σPVC = (2.8 109 Pa) (0.054 m - 0.012 m) / (10 m)

= 11.8 106 Pa

= 11.8 MPa

The Tensile Yield Strength of PVC is approximately 55 MPa.

### Thermal Expansion - Axial Force Calculator

This calculator can be used to calculate the axial force caused by an object with restricted temperature expansion.

Length of restricted object (m)

Area of restricted object (m2)

Temperature difference (oC)

Young's modulus (GPa)

Expansion coefficient  (10-6 m/mK)

## Related Topics

• Temperature Expansion - Thermal expansion of pipes and tubes - stainless steel, carbon steel, copper, plastics and more
• Mechanics - Forces, acceleration, displacement, vectors, motion, momentum, energy of objects and more
• Statics - Loads - force and torque, beams and columns

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