Unlike traditional jointed track, continuous welded rail eliminates rhythmic joint gaps by joining steel sections into seamless, miles-long ribbons. Although this smooth design reduces mechanical wear and enables higher train speeds, it introduces acute vulnerability to temperature extremes. In intense summer heat, constrained steel cannot expand longitudinally, generating immense compressive stresses that can suddenly buckle the track laterally. In sub-zero winter conditions, the metal contracts, creating extreme tensile forces that risk brittle rail breaks. Consequently, railroad maintenance crews must prestress and anchor tracks at a specific neutral temperature to prevent seasonal thermal structural failures.
The author wrote this passage primarily to:
- Aargue that railway networks should abandon welded tracks in favor of traditional jointed rails
- Bhighlight that continuous welded rails reduce mechanical wear and allow higher train speeds
- explain the thermal challenges and maintenance requirements of continuous welded railsAnswer
- Dprove that summer heat causes more severe railway damage than winter freezes