When two steel plates are joined by welding, the rapid heating and subsequent cooling generate nonβuniform temperature gradients. These gradients cause the material to expand and contract at different rates, leaving a lockedβin stress field once the joint returns to ambient temperature. This phenomenon is known as residual stress and can significantly affect fatigue life and dimensional stability of the structure.
The magnitude of the residual stress is primarily governed by the materialβs elastic properties, the coefficient of thermal expansion, the peak temperature reached during welding, and the cooling rate. By assuming linear elastic behaviour, the classic thermoβelastic equation can be used to estimate the average residual stress in the weld zone.
E = modulus of elasticity (MPa)
alpha = coefficient of thermal expansion (1/Β°C)
Delta T = temperature change (Β°C)
nu = Poisson’s ratio (dimensionless)
Design codes often prescribe limits on allowable residual stress or require postβweld heat treatment to relieve it. Accurate estimation using the above relationship helps engineers decide whether additional mitigation measures are necessary.
What causes residual stress in welding?
How does residual stress affect structural components?
What factors determine the magnitude of residual stress?
Can residual stress be reduced in welding?
What is the importance of understanding residual stress in engineering?
Results are for informational purposes only and do not constitute professional advice.
