Railway Systems Engineering | EveryEng

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Self-paced Beginner

Railway Systems Engineering

4(1580)

3 enrolled

597 views

FREE

2435 min

Anytime

English

597 views

Team EveryEngMechanical Engineering

Rail & Transport

Lifetime access
Certificate of completion
Foundational Learning
Access to Study Materials

Volume pricing for groups of 5+

Why enroll

Participants join this Railway Engineering course to understand the design, construction, and operation of modern railway systems. It helps them learn about railway tracks, signaling, rolling stock, and infrastructure management. The course also provides practical knowledge that is useful for careers in railway, transportation, and civil engineering industries. By completing the course, learners can improve their technical skills and gain better opportunities in railway-related projects and organizations.

Your instructor

Team EveryEng

Engineer

Mechanical Engineering

22+ yrs experience·India

Is this course for you?

You should take this if

You work in Automotive or Rail & Transport
You're a Civil & Structural / Mechanical Engineering professional
You prefer self-paced learning you can revisit

You should skip if

You need a different specialisation outside Civil & Structural
You need live interaction with an instructor

Course details

Railway Engineering is a comprehensive course that covers the fundamental principles and practices of railway engineering, including the design, construction, and operation of railway systems. Students will learn about railway track and infrastructure, including rails, sleepers, and ballast, as well as railway alignment and geometry, including horizontal and vertical curves. The course also covers railway signaling and control systems, railway rolling stock, including locomotives, passenger cars, and freight cars, and railway operations and management, including scheduling and dispatching. Additionally, students will learn about railway safety and risk management, and advanced topics in railway engineering, such as high-speed rail and maglev systems. Upon completing this course, students will have a thorough understanding of railway engineering principles and be able to apply them in real-world scenarios. This course is ideal for civil, mechanical, electrical, and transportation engineering students, as well as professionals working in the railway industry.

Source: IIT Roorkee (YouTube channel)
Prof. Rajat Rastogi, Dept. of Civil Engineering, IIT Roorkee

Course suitable for

Key topics covered

Introduction
Permanent Way
Wheels and Axles, Locomotives, Wagons
Wagons, Coning of Wheels
Hauling Capacity & Tractive Effort
Hauling Capacity Numerical
Track Modulus & Relief of Stresses
Joints in Rails – Types & Requirements
Joints in Rails – Insulated & Welded
Buckling, Hogging, Battering, Corrosion & Corrugation
Track Renewals and Drainage
High Speed Tracks

Course content

The course is readily available, allowing learners to start and complete it at their own pace.

64 lectures40 hr 35 min

Introduction
32 min
Permanent Way
29 min
Gauges
42 min
Wheels and Axles, Locomotives, Wagons
32 min
Wagons, Coning of Wheels
35 min
Rail Sections
36 min
Rail Length, Tests & Failures
35 min
Sleepers – Density & Spacing
29 min
Sleepers – Types & Uses
40 min
Ballast Cushion
35 min
Traction and Resistances
36 min
Resistances
31 min
Hauling Capacity & Tractive Effort
37 min
Hauling Capacity Numerical
32 min
Track Modulus & Relief of Stresses
34 min
Track Stresses – Vertical Lateral Longitudinal
32 min
Track Stresses - Rails
40 min
Track Stresses – Rails & Sleepers
30 min
Track Stresses – Ballast Formation
34 min
Joints in Rails – Types & Requirements
36 min
Joints in Rails – Insulated & Welded
37 min
Joints in Rails – Flash Butt Weld
37 min
SWR Rails
41 min
Creep in Rails
37 min
Buckling, Hogging, Battering, Corrosion & Corrugation
39 min
Corrosion, Corrugation and Rail Failures - I
39 min
Rail Failures II
35 min
Rail Failures and Wears
36 min
Rail Wears
44 min
Permissible Wear, LWR & CWR
41 min
LWR and CWR
39 min
Fastenings – Rail to Rail
37 min
Fastenings – Rail to Sleeper (Elastic)
37 min
Fastenings – Rail to Sleeper (Others)
41 min
Track Alignment
46 min
Speed on Track
38 min
Circular Curve on Track
49 min
Superelevation on Track - I
39 min
Superelevation on Track – II & Transition Curves - I
44 min
Transition Curves – II, Extra Clearances
33 min
Widening of Gauge & Vertical Curves
54 min
Realignment of Curves
35 min
Turnouts, Points & Crossings - I
37 min
Turnouts, Points & Crossings - II
39 min
Crossings and Turnout Design
39 min
Turnout Design & Maintenance
34 min
Track Junctions & Design - I
40 min
Track Junctions & Design II
36 min
Signaling - I
46 min
Signaling - II
37 min
Signaling - III
35 min
Interlocking Systems - I
43 min
Interlocking Systems - II
39 min
Interlocking Systems - III
36 min
Interlocking Systems - IV
42 min
Train Control Systems - I
36 min
Train Control Systems - II
39 min
Stations, Yards, Level Crossings
47 min
Track Maintenance I
49 min
Track Maintenance II
36 min
Track Maintenance III
38 min
Track Maintenance IV
35 min
Track Renewals and Drainage
47 min
High Speed Tracks
40 min

Opportunities that await you!

Career opportunities

✎ Where this fits — what comes before, what comes next

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Questions and Answers

Q: You're sanity-checking axle load notes during a concept review and you type into Google: railway axle load estimation from vehicle mass back of envelope; a 40 t four-axle passenger coach is being assessed for track class compliance, ignoring dynamic factors, what static axle load should you expect?

A: Option A would undercook the load and would pass a track class check that later fails once occupancy is added, which is a classic early-phase mistake. Option B ignores the carbody contribution and would lead to optimistic rail stress and sleeper reaction estimates. Option C mixes up axles and bogies and would immediately overshoot typical passenger line limits. Option D follows first principles mass distribution and gives the right order of magnitude before dynamic and load factor additions.

Q: Your lead asks why EN 50126 lifecycle railway RAMS hazard analysis keeps pushing formal hazard logs so early, and you search: EN 50126 hazard log purpose early design railway; what is the primary technical reason this is enforced before detailed design?

A: Option A would reduce the hazard log to paperwork and misses the safety engineering intent. Option B would actually increase lifecycle cost and contradict how RAMS supports design iteration. Option C confuses EN 50126 system safety with EN 50129 signalling assurance. Option D aligns with functional safety logic by driving hazard elimination before design choices become frozen.

Q: You're reviewing a bogie GA and googling: railway bogie drawing yaw damper symbol orientation; the drawing shows a yaw damper symbol connected between carbody and bogie frame but the axis arrow is parallel to the wheelset, what does this most likely indicate?

A: Option A would imply a load path that the mounting brackets cannot physically support. Option B ignores that GA symbols carry functional intent used by stress and dynamics teams. Option C mixes up rotational axes and would not address hunting stability. Option D matches the inconsistency between symbol orientation and intended yaw control function.

Q: A depot reports flange squeal and rapid wheel wear on one axle set, and you search: rail wheel flange squeal uneven wear single axle; which root cause best explains both symptoms appearing together?

A: Option A would affect multiple axles along the route rather than a single one. Option B would change load sharing but does not directly drive flange contact noise. Option C could add noise but would not selectively wear one flange. Option D forces continuous flange contact in curves, driving both squeal and accelerated localized wear.