The material will probably be ABS reinforced with galss fibres, the cone will be hollow and the load at the top will just be a static load evenly distributed.
Failure conditions will be after it reaches the point that it won't elastically return to its shape.
I'm more interested it what...
What data do you need to calculate the failure point of a truncated cone when it is under uniaxial stress acting downward on the cone? The cone will be under stresses of roughly 30 tonnes and probably constructed of plastic.
Thanks,
What data do you need to calculate the failure point of a truncated cone when it is under uniaxial stress acting downward on the cone? The cone will be under stresses of roughly 30 tonnes and probably constructed of plastic.
Thanks,