У нас вы можете посмотреть бесплатно How trains derail when you're not looking или скачать в максимальном доступном качестве, видео которое было загружено на ютуб. Для загрузки выберите вариант из формы ниже:
Если кнопки скачивания не
загрузились
НАЖМИТЕ ЗДЕСЬ или обновите страницу
Если возникают проблемы со скачиванием видео, пожалуйста напишите в поддержку по адресу внизу
страницы.
Спасибо за использование сервиса ClipSaver.ru
On February 23rd, 2007, a Virgin Pendolino train derailment occurred at high speed in Cumbria, resulting in one fatality and multiple injuries. This train crash, investigated by the rail accident investigation branch, underscored how minimal track displacement can lead to catastrophe. Such incidents highlight the critical importance of railway safety. At 1:15 PM on February 23, 2007, a high-speed Pendolino train derailed at Grayrigg in Cumbria. The track had been inspected. Every system was in place. Yet fewer than three millimeters separated safe travel from catastrophe. This investigation breaks down the real, track-level causes of modern train derailments — not driver error, not bad luck, but microscopic mechanical failures hiding in plain sight. From rail gauge widening and bolt fatigue… To dynamic twist amplification under moving loads… To rolling contact fatigue cracks growing beneath the surface… To thermal buckling in continuously welded rail… To stretcher bar failure inside complex switch assemblies… We uncover how derailments occur when multiple tolerances are breached at once. Modern railways operate within millimeter margins — and as infrastructure ages under heavier freight and climate extremes, the risks increase. This is the hidden physics of derailment. Subscribe for more deep investigations into the engineering systems that keep the world moving. ⏱️ Video Chapters 00:00 – The Grayrigg Derailment: 3 Millimeters from Disaster 00:36 – The Physics of Rail Gauge and Flange Climb 01:46 – How Microscopic Tolerance Loss Begins 02:39 – Bolt Loosening & Track Restraint Failure 04:18 – Root Cause #1: Insufficient Restraint 04:41 – Dynamic Twist: When Static Inspections Miss the Risk 06:24 – Resonance & Rolling Contact Fatigue (RCF) 07:51 – Thermal Buckling & Heat-Induced Rail Forces 09:59 – Points Failure: Stretcher Bar Fracture at 95 MPH 10:57 – Extreme Weather & Track Uplift (Carmont Case) 11:41 – When Multiple Failures Converge 12:09 – Why the Next Derailment Is Predictable