jmarkus
Mechanical
- Jul 11, 2001
- 377
Hi,
I have a structure which is dynamically loaded in tension. The structure basically consists of 3 in-line steel straps bolted to each other and to rigid locations at the end:
- - -
A dynamic load is applied as a Force/Time curve. The results are reviewed for failure by looking for stresses beyond UTS or strains beyond maximum elongation of the steel. None of the components exhibit any "complete" failure, ie one strap/piece completely detaching from another.
When I calculate the various load cases by hand, using static assumptions, the structure is predicted to fail by any number of modes - tear-out, bearing/crushing stress, failure through the section.
Is there a "rule of thumb" that can be applied to my static calculations to bring the results more in sync with the dynamic results - some kind of "dynamic load factor" that can be applied?
Thanks,
Jeff
I have a structure which is dynamically loaded in tension. The structure basically consists of 3 in-line steel straps bolted to each other and to rigid locations at the end:
- - -
A dynamic load is applied as a Force/Time curve. The results are reviewed for failure by looking for stresses beyond UTS or strains beyond maximum elongation of the steel. None of the components exhibit any "complete" failure, ie one strap/piece completely detaching from another.
When I calculate the various load cases by hand, using static assumptions, the structure is predicted to fail by any number of modes - tear-out, bearing/crushing stress, failure through the section.
Is there a "rule of thumb" that can be applied to my static calculations to bring the results more in sync with the dynamic results - some kind of "dynamic load factor" that can be applied?
Thanks,
Jeff