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Re: frame sheared :(

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Cycling Equipment
Published
5 May 2005
Last activity
8 May 2005
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jtaylor
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  1. "Paul - [censored]" <[email hidden]> wrote in message
    news:[email hidden]...

    Quoted message said:

    Matthew Vernon came up with the following;:

    Quoted message said:

    Is a repair likely to be a good solution, or does the fact that one
    bit of the frame's failed mean the rest may give up in short order?

    That's the bit that'd worry me, especially in the areas that took the


    strain

    Quoted message said:

    when the down tube fractured. A decent frame specialist would advise on
    this likelihood though.

    I get the impression from the picture that this wasn't a sudden fracture,
    there appears to be rust down part of the crack, did you get any warning
    this was happening? If it was a steady deterioration and you kept riding,
    I'd have to think about the extra loads and flexing that the weakness
    created in the rest of the frame. I'm not sure I could absolutely trust


    it

    Quoted message said:

    again.

    [ note r.b.t. added to newsgroup header ]

    This is a classic heat-affected-zone fracture.

    Good frame building technique can reduce the likelyhood of this happening
    again, in the joints that are repaired - but other original joints may well
    have a greater than acceptable chance of the same fracture. You should
    consider these factors:

    a) a new frame may have the same problem, especially if it is the same or
    similar model from the same manufacturer
    b) steel frames, such as yours, fail in graceful rather than catastrophic
    modes in the main; and if you check every now and then you will see any
    other before they are an immediate danger.

  2. In article <[email hidden]>,
    [email hidden] says...

    Quoted message said:


    "Paul - [censored]" <[email hidden]> wrote in message
    news:[email hidden]...

    Quoted message said:

    Matthew Vernon came up with the following;:

    Quoted message said:

    Is a repair likely to be a good solution, or does the fact that one
    bit of the frame's failed mean the rest may give up in short order?

    That's the bit that'd worry me, especially in the areas that took the


    strain

    Quoted message said:

    when the down tube fractured. A decent frame specialist would advise on
    this likelihood though.

    I get the impression from the picture that this wasn't a sudden fracture,
    there appears to be rust down part of the crack, did you get any warning
    this was happening? If it was a steady deterioration and you kept riding,
    I'd have to think about the extra loads and flexing that the weakness
    created in the rest of the frame. I'm not sure I could absolutely trust


    it

    Quoted message said:

    again.

    [ note r.b.t. added to newsgroup header ]

    This is a classic heat-affected-zone fracture.

    Er, no.
    I wouldn't have thought a brazed frame would have much in the way of
    heat affected zones. HAZ usually refers to a welded joint.

    It looks like it started at the stress raiser on the underside of the
    tube, where the lug meets the tube.

    [snip]

    --
    Mike

  3. in message <[email hidden]>, jtaylor

    (') said:


    "Paul - [censored]" <[email hidden]> wrote in message
    news:[email hidden]...

    Quoted message said:

    Matthew Vernon came up with the following;:

    Quoted message said:

    Is a repair likely to be a good solution, or does the fact that one
    bit of the frame's failed mean the rest may give up in short order?

    That's the bit that'd worry me, especially in the areas that took the


    strain

    Quoted message said:

    when the down tube fractured. A decent frame specialist would advise
    on this likelihood though.

    [ note r.b.t. added to newsgroup header ]

    This is a classic heat-affected-zone fracture.

    Good frame building technique can reduce the likelyhood of this
    happening again, in the joints that are repaired - but other original
    joints may well
    have a greater than acceptable chance of the same fracture. You
    should consider these factors:

    a) a new frame may have the same problem, especially if it is the same
    or similar model from the same manufacturer

    It won't be, those frames haven't been made for at least fifteen years
    and Raleigh no longer make any frames.

    --
    [email hidden] (Simon Brooke) http://www.jasmine.org.uk/~simon/

  4. "Simon Brooke" <[email hidden]> wrote:

    [snip]

    Quoted message said:

    those frames haven't been made for at least fifteen years

    [snip]

    Those frames were still made in 2000, prior to the closure of Raleigh
    Special Products. Mine, bought in 2000, was built in '98 or '99.

    James Thomson

  5. "mb" <[email hidden]> wrote in message
    news:[email hidden]...

    Quoted message said:
    Quoted message said:


    This is a classic heat-affected-zone fracture.

    Er, no.
    I wouldn't have thought a brazed frame would have much in the way of
    heat affected zones. HAZ usually refers to a welded joint.

    Think again.

    Brazing is hot enough (850 centigrade or more) to anneal steel. There _is_
    a heat-affected-zone.

    Some (the most common) methods of brazing generate a _larger_ HAZ than some
    forms of welding.

  6. In article <[email hidden]>,
    [email hidden] says...

    Quoted message said:


    "mb" <[email hidden]> wrote in message
    news:[email hidden]...

    Quoted message said:
    Quoted message said:


    This is a classic heat-affected-zone fracture.

    Er, no.
    I wouldn't have thought a brazed frame would have much in the way of
    heat affected zones. HAZ usually refers to a welded joint.

    Think again.

    Brazing is hot enough (850 centigrade or more) to anneal steel. There _is_
    a heat-affected-zone.

    What on earth is your definition of "anneal"?
    Yes, there is a heat affected zone of sorts, but not one which has
    significant changes in grain structure. Not enough to cause "classic
    heat affected zone cracking".

    Quoted message said:


    Some (the most common) methods of brazing generate a _larger_ HAZ than some
    forms of welding.

    You don't know what a heat affected zone is, do you?

    --
    Mike

  7. "mb" <[email hidden]> wrote in message
    news:[email hidden]...

    Quoted message said:

    In article <[email hidden]>,
    [email hidden] says...

    Quoted message said:


    "mb" <[email hidden]> wrote in message
    news:[email hidden]...

    Quoted message said:

    >
    > This is a classic heat-affected-zone fracture.
    >

    Er, no.
    I wouldn't have thought a brazed frame would have much in the way of
    heat affected zones. HAZ usually refers to a welded joint.

    Think again.

    Brazing is hot enough (850 centigrade or more) to anneal steel. There


    _is_

    Quoted message said:
    Quoted message said:

    a heat-affected-zone.

    What on earth is your definition of "anneal"?

    50 degrees above the Austentic temperature. For the range of carbon steel
    commonly used in bicycle manufacture, that's around 800 centigrade - and the
    850 I quoted above is on the low range for brazing temps.

    Quoted message said:

    Yes, there is a heat affected zone of sorts, but not one which has
    significant changes in grain structure. Not enough to cause "classic
    heat affected zone cracking".

    Quoted message said:


    Some (the most common) methods of brazing generate a _larger_ HAZ than


    some

    Quoted message said:
    Quoted message said:

    forms of welding.

    You don't know what a heat affected zone is, do you?

    Think again (again...)

  8. In article <[email hidden]>,
    [email hidden] says...

    Quoted message said:


    "mb" <[email hidden]> wrote in message
    news:[email hidden]...


    8<

    Quoted message said:
    Quoted message said:


    What on earth is your definition of "anneal"?

    50 degrees above the Austentic temperature.

    "Austentic"?
    Austenite? Austenitic? What has this to do with heat affected zone
    cracking?

    Annealing = heating then cooling slowly.
    This would improve the mechanical properties of the steel and help
    prevent HAZ cracking.

    Quoted message said:

    For the range of carbon steel
    commonly used in bicycle manufacture, that's around 800 centigrade - and the
    850 I quoted above is on the low range for brazing temps.

    Quoted message said:

    Yes, there is a heat affected zone of sorts, but not one which has
    significant changes in grain structure. Not enough to cause "classic
    heat affected zone cracking".

    Quoted message said:


    Some (the most common) methods of brazing generate a _larger_ HAZ than
    some forms of welding.

    You don't know what a heat affected zone is, do you?

    Think again (again...)

    Whatever you think it is, you're not going to get "classic heat affected
    zone" cracking.
    And that sheared frame wasn't caused by it.

    --
    Mike

  9. in message <[email hidden]>, mb

    (') said:

    In article <[email hidden]>,
    [email hidden] says...

    Quoted message said:


    "mb" <[email hidden]> wrote in message
    news:[email hidden]...

    Quoted message said:

    You don't know what a heat affected zone is, do you?

    Think again (again...)

    Whatever you think it is, you're not going to get "classic heat
    affected zone" cracking.
    And that sheared frame wasn't caused by it.

    Guys, heat and light, please. I don't know which of you is right but
    just saying 'tis/'tisn't doesn't get anywhere and doesn't inform those
    of us who don't understand about these things at all. If you're going
    to carry on this sort of argument on a public forum please can you
    explain in clear terms why (each of) you think what you do.

    --
    [email hidden] (Simon Brooke) http://www.jasmine.org.uk/~simon/

    ;; killing [afghan|iraqi] civilians is not 'justice'

  10. In article <[email hidden]>,
    [email hidden] says...

    Quoted message said:

    in message <[email hidden]>, mb

    (') said:

    In article <[email hidden]>,
    [email hidden] says...

    Quoted message said:


    "mb" <[email hidden]> wrote in message
    news:[email hidden]...
    > You don't know what a heat affected zone is, do you?

    Think again (again...)

    Whatever you think it is, you're not going to get "classic heat
    affected zone" cracking.
    And that sheared frame wasn't caused by it.

    Guys, heat and light, please. I don't know which of you is right but
    just saying 'tis/'tisn't doesn't get anywhere and doesn't inform those
    of us who don't understand about these things at all. If you're going
    to carry on this sort of argument on a public forum please can you
    explain in clear terms why (each of) you think what you do.

    It's a bit irritating to try and argue with a guy who can only say
    "think again (again)", etc. It makes him look like a fool.

    Heat affected zone (HAZ) cracking only occurs with fusion welding
    processes and can be caused by;
    1. Hydrogen. Hydrogen comes from the "consumable", the filler material
    and/or it's flux. The hydrogen doesn't form any compounds in the weld
    and sits there all by itself and can cause cracking by escaping from the
    HAZ.
    Prevented by using low hydrogen electrodes and/or use of preheat before
    welding.
    2. Excessive hardness in the HAZ. Usually only with high carbon steels,
    again prevented by using low hydrogen electrodes and preheat. Controlled
    cooling will also help (cover with heatproof blanket, bury in sand,
    etc).

    A crack in a brazed joint would probably be caused by;
    1. Fatigue. Probably starting at some sort of stress raiser, like the
    change in section where the lug meets the tube, as I stated a long time
    ago.
    2. Base metal erosion. Caused by the filler forming an alloy with the
    base metal and dissolving the base metal.

    TWI (The Welding Institute) don't mention any HAZ cracking when talking
    about likely defects in brazing. I wonder why...

    --
    Mike

  11. Dear JT & list:

    I build frames, quite a few of them actually. I see quite a few
    failures, too, though not of the frames I build. I tracked down the
    failure photo on the UK bicycle list where it was originally posted.
    It looks like a classic shear failure - I've seen that on high-end TIG
    welded steel frames as well, and even frames that were well-made but
    were ridden beyond the limits of their design.

    The bike looks well-used. Perhaps the rider (Matthew) is on the heavy
    side and rides cobbles a lot? Even so, a well-made lugged road frame
    should have lasted him 20 years or more.

    The shearing started at a lug point and took some time to develop.
    What may have happened is the joint was overheated. This is usually
    not a problem in a silver-brazed frame, but it does happen with bronze
    brazing, especially in a mass-production setting. Chrome moly is
    especially vulnerable. You cook a joint and the bronze invades the
    crystal structure of the steel. Typically you'll hear a sizzle, there
    will be a puff of greenish smoke, now you've done it. When you clean
    up the joint the steel will often show a few cracks, filled with tiny
    lines of bronze. The right thing to do is toss the frame, or at least
    clean out the bad tube completely from its lugs and put in a new one.

    In this case, a localized area that got cooked, like a lug point, could
    have been the starting point for this failure, which, once started then
    progressed. It would be good to actually inspect the frame, but it
    looks to me like Raleigh should do the right thing.

    There are scores of frame builders in the US and abroad who could build
    a frame that would make Matthew (the original owner) forget all about
    the Raleigh. You could troll the list:
    [email hidden]
    The dollar is weak, good time to order.

    good luck

    jn

    AKA "Thursday"

  12. Quoted message said:

    The bike looks well-used. Perhaps the rider (Matthew) is on the heavy
    side and rides cobbles a lot? Even so, a well-made lugged road frame
    should have lasted him 20 years or more.

    I wouldn't consider myself on the heavy side, no, and nor was the only
    previous owner (who is a friend of mine). I do ride over cobbles
    occasionally, but not all that much.

    Quoted message said:

    There are scores of frame builders in the US and abroad who could build
    a frame that would make Matthew (the original owner) forget all about
    the Raleigh. You could troll the list:
    [email hidden]
    The dollar is weak, good time to order.

    Maybe so, but am I really likely to get a better frame than my
    (up-to-now) trusty Raleigh for less than the cost of getting a repair
    in the UK (about 300UKP plus strip+rebuild cost)?

    Thanks,

    Matthew

    --
    `O'-----0 `O'---. `O'---. `O'---.
    \___| | \___|0-/ \___|/ \___|
    | | /\ | | \ | |\ | |
    The Dangers of modern veterinary life

  13. "jtaylor" <[email hidden]> wrote in message
    news:[email hidden]...

    Quoted message said:


    "Paul - [censored]" <[email hidden]> wrote in message
    news:[email hidden]...

    Quoted message said:

    Matthew Vernon came up with the following;:

    Quoted message said:

    Is a repair likely to be a good solution, or does the fact that one
    bit of the frame's failed mean the rest may give up in short order?

    That's the bit that'd worry me, especially in the areas that took the


    strain

    Quoted message said:

    when the down tube fractured. A decent frame specialist would advise on
    this likelihood though.

    I get the impression from the picture that this wasn't a sudden


    fracture,

    Quoted message said:
    Quoted message said:

    there appears to be rust down part of the crack, did you get any warning
    this was happening? If it was a steady deterioration and you kept


    riding,

    Quoted message said:
    Quoted message said:

    I'd have to think about the extra loads and flexing that the weakness
    created in the rest of the frame. I'm not sure I could absolutely trust


    it

    Quoted message said:

    again.

    [ note r.b.t. added to newsgroup header ]

    This is a classic heat-affected-zone fracture.

    Good frame building technique can reduce the likelyhood of this happening
    again, in the joints that are repaired - but other original joints may


    well

    Quoted message said:

    have a greater than acceptable chance of the same fracture. You should
    consider these factors:

    a) a new frame may have the same problem, especially if it is the same or
    similar model from the same manufacturer
    b) steel frames, such as yours, fail in graceful rather than catastrophic
    modes in the main; and if you check every now and then you will see any
    other before they are an immediate danger.

    The photo is here:
    http://www.pick.ucam.org/ucgi/~matthew/gallery/misc/misc?display=mcvbike.jpg
    The photo shows a crack that is rusty (old) at the bottom and shiny (new) at
    the top. It seems to have propagated from the tip of lug on the bottom side
    of the down tube. There is also a dent and a rusty scrape where the brake
    caliper has hit the down tube. It looks like the bike has been in a crash at
    some time in the past. This may be the origin of the initial crack.

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