tkd77
Structural
- Jan 30, 2020
- 5
Hi All,
A potentially unique problem (in my experience). Am working for a large precast company who regularly manufacture pre-stressed flooring products, typically by a long line method with mass tensioning / detensioning. We have recently purchased some self-stressing moulds for a series of unique floor units. Whilst I am happy with our methods of calculating the required extensions, and stress checks in general, we have a situation that I have not come across before (and may be worrying about unnecessarily). See below for summary of points:
1) One of the self-stressing moulds is very short - circa 10m for a 9.5m unit
2) The design for this unit requires a high level of initial prestress (210kN for a 15.7mm superstrand with UTS = 1860N/mm2)
3) Whilst this checks out for both the limits on initial prestress and prestress at transfer, I'm wondering whether we should be concerned about additional forces caused by the additional tension required to remove the strand wedges (post-curing, but prior to transfer). Initial stressing and transfer is by mass tensioning / detensioning.
4) My challenge is that if one works out the additional force in the strand needed to release the wedges over the length of strand outside of the unit (assuming that the strand bonded within the unit does not elongate), we are essentially calculating the force to extend around 500mm of strand by around 5mm....so the resulting force are very large. So large in fact, that I question whether this is a 'real check'...as it blows all the other checks out the water.
So, query is..should we be doing this, and if so, are we doing it right. Any assistance gratefully appreciated. Not involved in the original mould procurement or permanent works design...just tasked with sorting this out......(help!)
Thanks in advance!
A potentially unique problem (in my experience). Am working for a large precast company who regularly manufacture pre-stressed flooring products, typically by a long line method with mass tensioning / detensioning. We have recently purchased some self-stressing moulds for a series of unique floor units. Whilst I am happy with our methods of calculating the required extensions, and stress checks in general, we have a situation that I have not come across before (and may be worrying about unnecessarily). See below for summary of points:
1) One of the self-stressing moulds is very short - circa 10m for a 9.5m unit
2) The design for this unit requires a high level of initial prestress (210kN for a 15.7mm superstrand with UTS = 1860N/mm2)
3) Whilst this checks out for both the limits on initial prestress and prestress at transfer, I'm wondering whether we should be concerned about additional forces caused by the additional tension required to remove the strand wedges (post-curing, but prior to transfer). Initial stressing and transfer is by mass tensioning / detensioning.
4) My challenge is that if one works out the additional force in the strand needed to release the wedges over the length of strand outside of the unit (assuming that the strand bonded within the unit does not elongate), we are essentially calculating the force to extend around 500mm of strand by around 5mm....so the resulting force are very large. So large in fact, that I question whether this is a 'real check'...as it blows all the other checks out the water.
So, query is..should we be doing this, and if so, are we doing it right. Any assistance gratefully appreciated. Not involved in the original mould procurement or permanent works design...just tasked with sorting this out......(help!)
Thanks in advance!