Chad is spot on with saying there is no such thing as hard evidence the bowstring material was the culprit, why the bow failed.
In my post I described one known and evident failure mode of a bow using a very thin and highly abrasive string material.
Result: We should pad our loops to adequate strand counts to resemble the same diameter string than once before. Hemp string material is much less stretchy than dacron, but since its tensile strength was less than dacron, a thicker string was used spreading the forces out into a bigger local area at the bow nocks.
In soft yew wood english longbows, horn nocks where used, because of horns ability to withstand higher pressures and probably failures by splitting limbs from down the nocks.
Bow profiles: Obviously a multitude of risers failed over time, because they were cut to center or even past center. The bowyers did not think about a bow mechanically, but in matters of balance, beauty and mostly arrow clearance.
This can lead to additional forces in the riser cross section not accounted for by the bowyer. Reason: the shear center of the cross section is no longer close enough to the centroid, inducing torsion strain additional to the bending stress.
Nice little graphical description:
http://www.mcadcentral.com/proe/forum/forum_posts.asp?TID=38317 thread of bimbo666
Most bowyers are not engineers and do not calculate their bow designs. Even if one calculates a bow design, it is usually not done using dynamic hydrocode modeling. Way to expensive. The software alone is $15000 per year and you need a specially trained operator who knows what he does.
Old bow risers: A lot of old bow from the late 50ies to the late 60ies were using a very field bow like sight window. Long and slender and prone to torsional problems. But most bows during this time were of low to moderate weight, mostly probably in the 40-45# area. The heavier a bow gets, the more will the riser area get stressed. If you get higher in draw weight without reinforcing your riser, it will sooner or later break.
This is especially true for wooden risers, because wood is an inhomogenious (natural) material.
There is a reason why modern risers are made from metal, thin laminated and/or pressure-resin impregnated woods. The material is made more homogenious and thus is less prone to local failure.
For all the people who had failures:
Could you describe the failure mode of the bow, that failed? Especially the modern low stretch rated bows? But also older bows which failed no matter what the string material was?