One thing to note/always check on Crush Coefficients:
- What is the 'no damage intercept'? Calculate the CRASH inputs A/2B to get the value
- A lot of folks who sell coefficients force a 4-5 mph intercept
- Some published crush coefficients are a mess:
- For example the CRASH3 update by Monk/Guenther
- They did not understand the science behind CRASH
- They won the contract for the CRASH3 update on a competitive bid against Calspan.
- They spent the majority of the contract dollars apparently trying to understand what Ray McHenry/Calspan had created with CRASH/CRASH2
- They then tried to 'cover their tracks' by arbitrary and subjective 'adjustments' of their crazy values for the crush coefficients A & B and corresponding > 5mph 'no damage intercept' to try to better match Ray's/Calspan's CRASH work better
- And i say crazy since they had data points from their 'CRASH3' crash test information, the Ray/Calspan/CRASH2 fits had data points, and they should have taken the DATA into consideration for the virtual crush coefficient slope line while also recognizing the need to have a lower, more reasonable 'no damage' intercept. Then they could have found a more scientific basis instead of their arbitrary and subjective adjustments.
- exercise extreme caution when applying CRASH to very low speed collisions
- For example the CRASH3 update by Monk/Guenther
- See the topic Truck Crush properties for a sample check.
- Please see Over 50 years of McHenry Highway Safety Publications
- Not all the documents are online
- We have all the documents,
- if you want/need one not yet online, let us know and we can see about scanning it an posting online