brailos
New member
- Feb 7, 2012
- 15
Hello,
Does anyone has experience in making a substantiation report regarding the creation of cutouts in a floor panel?
I have a few ideas how to approach this presuming i have the data about the honeycomb core and the fasteners used to fix it to the floor.
- Try to find the loads that the panels are subjected to : loads from seats + load from floor structure and make an FEM analysis before the cutout and after the cutout+reinforcements and compare the results
- with an analytical approach : get the shear allowables of the fasteners used on the longest side to fix the panels , multiply the shear allowable with the number of fasteners on that side and that way trying to get an idea of the maximum load the panel should withstand and somehow prove that the panel with the cutout can withstand the same load
- in a similar manner i can just calculate the strength of the panel before the cutout with the formulas from Bruhn and find a way to calculate the strength of the panel with the cutout and reinforcements.
If anyone has done this before please give me some guidance, or if you know some method of how i can approach this. As some of you may know it is kind of hard to find loads and allowables..i have been browsing airbusworld for 2 days and all i could find was just the name of the fastener and the facing materials of the sandwich panels..i am still searching for the core details...
Amy input is much appreciated.
Does anyone has experience in making a substantiation report regarding the creation of cutouts in a floor panel?
I have a few ideas how to approach this presuming i have the data about the honeycomb core and the fasteners used to fix it to the floor.
- Try to find the loads that the panels are subjected to : loads from seats + load from floor structure and make an FEM analysis before the cutout and after the cutout+reinforcements and compare the results
- with an analytical approach : get the shear allowables of the fasteners used on the longest side to fix the panels , multiply the shear allowable with the number of fasteners on that side and that way trying to get an idea of the maximum load the panel should withstand and somehow prove that the panel with the cutout can withstand the same load
- in a similar manner i can just calculate the strength of the panel before the cutout with the formulas from Bruhn and find a way to calculate the strength of the panel with the cutout and reinforcements.
If anyone has done this before please give me some guidance, or if you know some method of how i can approach this. As some of you may know it is kind of hard to find loads and allowables..i have been browsing airbusworld for 2 days and all i could find was just the name of the fastener and the facing materials of the sandwich panels..i am still searching for the core details...
Amy input is much appreciated.