PLMKY
Civil/Environmental
- Mar 3, 2019
- 4
I'm looking at designing a structural laminate for some load testing. The part I am looking to have designed is about 3ft wide and 12ft long. Since I will require the laminate to have +45/-45 plys I will need to incorporate ply splices in order to maintain a balanced and symmetric architecture. The laminate I am looking to achieve will be [0/45/-45/0/45/-45/0/45/-45/0}s. I am planning to cut sections of a roll of +45/-45 double bias fabric and rotate it 90 degrees to achieve the -45/+45 plys I will require for my symmetry condition. Due to the length of my part being significantly longer than the width of the double bias fabric rolls I am able to acquire, this will require I splice the -45/+45 plys.
This is my first foray into composites design and I am not sure what the industry practice would be for an acceptable splice dimension. From the limited information I have been able to find I believe a half inch long overlap splice will suffice and I must ensure that the splices are staggered through the thickness of the laminate. Will there be issues with the strength of the splice since I will be joining two layers of a double-bias fabric?
Any advice on the issue or recommendations for related reading materials will be greatly appreciated! Thanks in advance.
This is my first foray into composites design and I am not sure what the industry practice would be for an acceptable splice dimension. From the limited information I have been able to find I believe a half inch long overlap splice will suffice and I must ensure that the splices are staggered through the thickness of the laminate. Will there be issues with the strength of the splice since I will be joining two layers of a double-bias fabric?
Any advice on the issue or recommendations for related reading materials will be greatly appreciated! Thanks in advance.