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Myths about rail

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Daniel Pyke

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Sometime ago I suggested I would write some explanations about rail (the things wheels roll on not the whole industry). Ok it was quite some time ago I admit!

So I've finally started to do some short blog type posts and the 1st of 5 of these are exposing some of the myths I get to hear about rail.

Have a look and see what you think. All comments gratefully recieved and if you have ideas/requests for future articles then let me know.
Original article with pictures.
https://www.linkedin.com/pulse/5-myths-rails-part-1-daniel-pyke?trk=pulse_spock-articles

Text below for reference:
Firstly an introduction to this brief series of articles. I'm going to be talking about railway rails, not hand rails, not shopping rails, I'm talking about the things trains and trams run on.
Myth 1. - All rails are essentially the same aren’t they?

- No they most certainly are not!

They may all look similar when standing at the train platform or peering out of the carriage window, but looks can be deceiving.

First there is the myriad of different profiles of rail. Rails come in a surprisingly wide variety of shapes and sizes. My current catalogue covers over 100 widely varying shapes and sizes.

There is an array of international specifications, containing many different steel grades with varying properties. Many manufacturers, including my employer, also have their own proprietary rail grades to add to the possible selection too.

In short, one rail can be completely different to another and perform very differently in service. Choosing the right rail can make a vast difference to the life and maintenance required and therefore the life cycle cost.

I am a strong advocate of grade selection as a critical part of the design/redesign process as it can make a huge impact on the maintainability of the track and its life cycle cost. Rail grade selection must take into account many different factors from the track geometry, the traffic density and axle loadings, and even down to the installation and maintenance methods employed.

I’ve tried to capture some generic advice in our rail grade selection diagram below, but this is by no means exhaustive and further explanation is on our website - if further advice is needed then get in touch and I or some of my colleagues can assist. If I was to write an article on rail grade selection - it would probably be a very long one! It's safe to say though that the best rail for a tramway is unlikely to be the best one for a heavy freight route.

Does it really make a big difference which rail grade you select?

- Yes it most certainly does.

I have worked closely with network owners, operators and maintainers monitoring track and quantifying results of changing the rail grade used with some pretty startling results. Life cycle cost savings of over 40% have been achieved and frequently rail life has been doubled (or more) in troublesome locations. My record for life extension is currently 23 times the life of the former rail, but I'll save the explanation of that for a separate article. Aside from the projects I've directly been involved in there are numerous industry projects which support the findings - Innotrack gave typical rail life cycle cost savings of 35%, and the upcoming results from the Sustrail project are likely to quantify even higher savings. Sadly you can't make these savings in all cases, but using the right rail in the right place is obviously critical for a cost-efficient railway.

Aside from the massive cost savings achieved, it also improves the safety and maintainability of the asset, keeping people and maintenance equipment off the track, increasing its availability to do what it's designed for – carrying revenue-earning traffic.

I hope you enjoyed this small glimpse into the world of rail and I hope you'll continue to follow me for the rest of the series. If you have any comments, questions or even a request for a future article then please let me know.
 
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najaB

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Sometime ago I suggested I would write some explanations about rail (the things wheels roll on not the whole industry). Ok it was quite some time ago I admit!

So I've finally started to do some short blog type posts and the 1st of 5 of these are exposing some of the myths I get to hear about rail.

Have a look and see what you think. All comments gratefully recieved and if you have ideas/requests for future articles then let me know.

https://www.linkedin.com/pulse/5-myths-rails-part-1-daniel-pyke?trk=pulse_spock-articles
Do you work as a consultant in the rail industry?
 

Daniel Pyke

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Do you work as a consultant in the rail industry?


Not anymore but I used to - yes.

Then I looked after technical aspects of rail processing and inspection for UK rail production, and now I work for the same company but doing marketing for rail instead.
 

Ships

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To be fair on the network the vast majority of rail is either CEN56 or CEN60, 220 or 260 grade. On the secondary routes you get more of a mixture but most 109, 110lb etc has gone. Whilst rail hardness can really help in problem areas there are myriad Other factors effecting rail life, lubrication and having properly designed geometry being arguably more important.
 

Daniel Pyke

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Here is the second in in the series of blogs discussing hard vs soft rails and why neither should be referred to as "best"

Original article with pictures and links can be found here:
https://www.linkedin.com/pulse/5-myths-rails-part-2-hard-vs-soft-daniel-pyke

Myth 2. -“Harder rails are better” or even the converse “Softer rails are better”

- Both of these statements can be true at times, but they are then untrue at others. Confused? I'll try to explain.

There is no 'one rail fits all' solution. Knowledge of the operating conditions, traffic and previous degradation mechanisms (if possible), is vital if you are to optimise the choice of rail profile/grade. I could probably write a lengthy essay giving examples of what I believe is best to use for what circumstances but this isn’t the time or place and I briefly touched on grade selection in a previous article.

Whilst there is a general shift towards the use of harder rails in the rail industry, people should not make the mistake of thinking harder rails are better for every application. Indeed, it is at this point in the article I must make a slight detour to point out a very important distinction between hardness and wear resistance.

On a very general level, harder rails are generally more wear resistant, however people often assume they can be used interchangeably. They cannot. To use an automotive analogy, generally more expensive cars are more comfortable, but that doesn't mean a more expensive car is always more comfy than a cheaper one. Some of the most expensive cars are race cars and they aren't exactly an easy ride.

(more in original article link)

Back to the subject of hard vs. soft rails. If hard rails are generally more wear-resistant why would anyone ever want to use a softer rail? Well, rail wear is only one of the degradation mechanisms of rail. There are many others, however generally the two main types of degradation people usually recognise are wear and rolling contact fatigue.

Wear of the rail is fairly self explanatory, the surface of the rail is worn away by the passage of traffic. Eventually rails need replacing as too much material has been worn away.

Rolling Contact Fatigue (RCF) is also extremely important in determining rail life and maintenance requirements. Essentially under the passage of wheels, cracks may grow near or at the rail surface which can then continue to grow under the passage of more traffic. Eventually these cracks, if left to grow, can pose a threat to the integrity of the rail with disastrous consequences.

In reality both of these degradation types often happen in the rail at the same time, and the traffic conditions (and rail grade) determine which degradation is observed as both degradation types effectively race to degrade the rail.

If the wear rate is faster than the RCF, then you only ever see rail wear, as the cracks wear away faster than they can grow.

However if the wear rate is low, then RCF cracks initiate and grow faster than the surface is worn away and therefore the cracks become visible on the rails surface.

Both of these conditions require inspection and maintenance, but usually the only solution for a worn out rail is replacement. RCF may be controlled by rail grinding (removing the rail surface to remove the cracked surface).

If a network finds grinding difficult or impossible, or it is found more cost-effective to replace rails, then potentially a softer rail may be the most cost-effective solution in that case. This is however, generally the exception to the rule, which is why the industry is generally moving toward the use of more wear-resistant rails.

As a conclusion to this article I should also acknowledge my employer and plug the rail grades we have specifically designed to be resistant to rolling contact fatigue such as High Performance - HP335 and the Bainitic Low Fatigue - BLF320 and BLF360 grades. These depart from the conventional metallurgy of rail steels by offering improved levels of RCF-resistance above that considered normal for their hardness or wear-resistance. HP335 for example gives a great blend of wear-resistance and rolling contact fatigue-resistance, whereas BLF320 grade excels at RCF-resistance and has withstood 500 Million Gross Tonnes of traffic without any visible RCF crack growth. If you want to find out more about these then drop me a line.

I'll end by repeating the start of this article - There is no 'one rail fits all' solution! Understanding rail degradation is vital to allow you to pick the right option. Pick carefully, as it can make a huge difference to network performance.
--- old post above --- --- new post below ---
Example of where one rail isn't the same as another.

Pre-1976 rail previously used at a low traffic site has a hard to detect latent defect and fails in service when reused elsewhere.

https://www.gov.uk/government/uploa...ata/file/451806/R102015_150806_Porthkerry.pdf

Yes, modern steel manufacture methods and modern rail inspection equipment would have avoided that issue.

All new rail from our mills are subject to a very thorough NDT inspection (more thorough than it'll likely ever see once installed in track).


To be fair on the network the vast majority of rail is either CEN56 or CEN60, 220 or 260 grade. On the secondary routes you get more of a mixture but most 109, 110lb etc has gone. Whilst rail hardness can really help in problem areas there are myriad Other factors effecting rail life, lubrication and having properly designed geometry being arguably more important.


Don't forget the bullhead profile too (95RBH) it may be historic but we still make it!

Most new rail is R260 or HP335 these days in the UK with a small amount of MHH grade occassionally for really wear prone areas. All factors play their part in rail life especially lubrication, and cant excess/deficiency and obviously rail grade too. All must work together to get the best life (value for money) out of the track.
 

Ships

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Aye we're actually doing a renewal partially in bullhead next year!
 

380101

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Plenty of new bullhead rail on the Stranraer branch line been laid recently!
 

richieb1971

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Never understood why 4 track layouts like the MML have better fast lines than slow lines. There are noticeable differences just cosmetically. Also the slow lines are so bad in places that the freight that uses it bounces around a lot more.
 

Daniel Pyke

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Never understood why 4 track layouts like the MML have better fast lines than slow lines. There are noticeable differences just cosmetically. Also the slow lines are so bad in places that the freight that uses it bounces around a lot more.

The track alignment has to meet lower standards for slower speed track hence the slower routes tend to be more visibly "bumpy". To use a car analogy, imagine the difference hitting a speed bump on the motorway, compared to hitting a speed bump a 5mph in a car park. Thats why high speed routes have higher alignment (and indeed rail specifications).
 

Daniel Pyke

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Here is the third in the series of articles. (The original link has pictures and links within it that aren't included in the quoted text below).

https://www.linkedin.com/pulse/5-my...s-faster-daniel-pyke?trk=pulse_spock-articles

Myth 3. - Harder rails wear wheels faster

- A very common and still widely believed myth in the rail industry, and as is the case with most myths, has a grain of truth in it if you look hard enough.

With a general industry shift towards the use of more wear-resistant rails, there is a perception that this will increase wheel wear and therefore rolling stock maintenance.

If you consider testing materials in isolation then the evidence shows that wear rate does not increase as the hardness of one of the materials increases. Indeed there is some evidence that the opposite may be true. There is a good summary of literature here published by the V/T SIC (Vehicle/Track System Interface Committee in the UK) LINK REMOVED. So the literature and lab testing concludes that hard rails do not wear wheels faster.

However lab material testing is only one part of the story. The interaction between the wheel and the rail is complex. The contact stresses between the wheel and rail depend on both the profile of the rail and of the wheel and this is not usually replicated in simple materials testing in the lab.

Harder rails retain their profile for longer due to their lower wear rates and they also generally experience less plastic deformation. If this rail profile is 'compatible' with the wheel profile passing over it, then the retained profile of the harder rail reduces wear of both as contact stresses are minimised.

PICTURE REMOVED

However, if the profile 'compatibility' of wheel and rail profiles are poor, then this can cause problems for both the wheel and rail, accelerating the degradation of one or probably both due to the higher contact stresses generated. This is where the grain of truth in the myth comes from. If softer rails are used it is likely the rail profile will quickly change (plastically flow) to be more conformal, reducing the contact stresses and the wear to the wheel (this may be disastrous for the rail though). If a 'hard' rail is used, this conforming process is much delayed giving high contact forces for longer, leading to increased wear of both wheel and rail.

PICTURE REMOVED

So in summary if you have a well-matched wheel and rail profile (and the vehicle dynamics are good), then you minimise the degradation of both your rail and your wheels. If any of these factors are poorly matched then accelerated degradation can take place. The effect of increasing the hardness of the rail is simply to retain the profile for longer. Usually this is good but there are exceptions!
 

Daniel Pyke

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Sorry I've been off work for a couple of weeks so appologies for the late update of this thread. Please find the two posts below for info. The originals in the link contain pictures which some may find interesting which I can't replicate in the quoted text.

As usual any questions then let me know below or send me a message

Cheers


Do harder rails generate more RCF?
https://www.linkedin.com/pulse/5-my...erate-more-rcf-daniel-pyke?trk=mp-author-card

Pictures available in the original link above.

5 Myths about rails (Part 4) - Hard rails generate more RCF

- Again, as in my previous articles, a widely believed myth, which contains a grain of truth if you look hard enough.

Simplifying rail degradation significantly you usually end up with two competing rail degradation mechanisms; wear and rolling contact fatigue, (RCF), in its various guises.

RCF generates cracks at/near the surface, which then grow with the passage of traffic.

Wear works against this, and material is lost from the rail surface.

If the rate of wear is higher than the rate of RCF initiation or growth, then you don’t see RCF on the rail as it is removed by wear as fast as it is generated. Harder rails are generally more wear resistant*, meaning that the wear rate is often lower than the RCF initiation/growth rate. This results in visible RCF defects in the rail that may require control – usually via grinding to shorten or remove the cracks.

* - Not always – See previous article

Sectioned rail head showing RCF cracks growing into the rail

So readers are surely wondering why I’m calling the original statement a myth? 3 reasons.

- The use of a harder rail isn’t necessarily generating the RCF, it is often simply allowing the rail to last long enough to make it visible because of the reduced wear rate.
- The second reason relates to a previous article. Harder rails retain their rolled/ground profile longer. If the rail and wheel profiles are not compatible then the contact stresses in the harder rail are higher for longer. High contact stresses are the primary reason for RCF generation. Softer rail on the other hand quickly flows and wears to a more conformal profile. This reduces contact stresses through a rapid change in profile. If you get the wheel/rail profiles compatible on harder rails, then RCF generation is minimised. So softer rails may appear to get rid of an apparent RCF problem because the softer rail changes its profile more quickly and also because the rail wears faster than RCF cracks can grow.
- The third reason is not all hard rails are the same. I have been lucky enough to be part of the considerable time and effort has gone into developing rolling contact fatigue resistant rail grades at Tata Steel such as HP335 and our Bainitic rail grades BLF320/BLF360, which minimise and in some cases eliminate the initiation and growth of RCF defects.

This myth is probably the most difficult to explain simply but the take-away message is this:

If using hard rails makes your RCF worse then something is probably amiss with your wheel/rail interface.

Should networks just use one type of rail?
https://www.linkedin.com/pulse/5-myths-rails-part-one-type-best-daniel-pyke?trk=mp-author-card

Pictures available in the original link above.
5 Myths about rails (Part 5) - One type is best

A rail network should use only one rail profile and rail grade

- This is quite a simplistic view of life but has some truth in it at a basic level.

The use of one grade simplifies things significantly in terms of procurement, maintenance and inventory. But conversely, if you take this approach, you run the risk of either over-specifying, or more worryingly under-specifying large portions of the network by using the highest, (or worse, lowest), common denominator of performance.

- Would you build a single track country road the same as you do a multi-lane motorway/highway?

Of course not! So why would you do the same with a rail network? Yes, using multiple grades adds complexity, but this is almost invariably a price worth paying in the long run. I’ve been part of the team assessing many of our products in track to determine their performance windows in service – not just in the laboratory. Just by changing the grade of rail infrastructure owner quantified lifecycle cost savings of over 50% are possible in suitable locations. Recent work during the Susrail project has attributed even higher savings possible of over 60%. Would using that grade everywhere on the network yield those savings? Sadly no, but using the right grade in the right place can deliver significant savings. Obviously the reverse is also true – use the wrong grade and you introduce significant avoidable cost to the network.

However, people should not make the mistake of 'gold plating' their rail asset by simply picking the most wear resistant or the hardest*, or the most RCF resistant product to use as a blanket choice across a whole network without careful thought. Doing so may add cost at the construction phase, but it may also add a whole new raft of issues surrounding rail degradation and maintenance if the choice is not carefully considered. It is no use having really wear resistant rails if their life is determined by corrosion or fatigue damage instead.

* N.B. Hardness and wear resistance are not interchangeable - See previous article

As I’ve said previously I’m a strong advocate of informed rail grade selection (2nd tab of link), to use the right rail in the right place. On existing track you can usually check how the rail is degrading and look at the maintenance history to see if there is anything that is may be suitable. On new builds however this becomes more tricky so if in doubt seek advice, either I or my colleagues are usually happy to help.

- I’ll leave this series of articles with a closing thought

A train’s weight is supported by a perhaps surprisingly small area at the wheel/rail interface. Typically this each wheel contacts the rail over the area roughly the same as the following coins:

1 Euro / 1 US dollar / 1 UK pound / 1 Saudi Riyal / 5 Indian Rupee

The whole trains weight, acceleration, braking and steering needs are transmitted through this area so managing this interface is of critical importance to a safe reliable and efficient rail network. Spare a little time to determine the right rails for the job.
 
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