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Interesting Biomechanics


David Humphries
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On ‎18‎/‎03‎/‎2018 at 11:46, daltontrees said:

Nasty situation found inside bulging overextended Poplar limb at an upcurving point. Is this Poplar's answer to hazard beam failure?  I plan to make a clock face out of it, if it doesn't fall apart during drying.

20180318_092810.jpg

 

Internal torsional twisting damage which happened in very high winds? 

 

torsion.jpg.9f426db24bf471788a827300c806c62c.jpg

 

 

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Tim/David, I have no pics of the branch, it just looked like a standard limb removal as I was groundie for the day, and I didn't see the cracks till it was mostly in teh chipper and the heavier wood was getting ringed up. It was a fairly hefty old Poplar that had been topped severely about 15 years before, and a lower branch had gone mad, it started horizontal and stretched out for about 15 metres, curving progressively to the vertical. The section I have is about 35cm diameter, but it was in a bulge and the rest of the limb was only about 30cm diameter before and after the bulge. The bulge was in the classic hazard beam failure position, on a section about 20 degrees off hrizontal.

I've always assumed beam failures are instigated by torsion due to end wind loading, rather than by dead loads.

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  • 1 month later...

Hi guys just wandered what might of caused these growths I was thinking the second two pictures could be cross sectional flattening or fibre buckling except the tree had a small canopy so not sure. The first oak had patches of bark losses could this be due to bark necrosis due to the lean of the stem?

Cheers again.IMG_20180425_093330.jpgIMG_20180425_092335.jpgIMG_20180425_092329.jpg

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  • 2 weeks later...

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