floch
New member
- Jan 27, 2009
- 15
Hello
(sorry for the mistakes)
I begin in composite analysis and i have a problem. I don't found the formulation to calculate the bending stiffness of the sandwich panel,with two orthotrope skins (0°,45°,0) and nomex hexagonal core.
here are the data of the materiel
for the skin (carbone /epoxy)
plies thikness e=0.75mm
Young's modulus Exx=62400Mpa
Eyy=58850Mpa
Shear modulus Gxy=3950Mpa
Poisson vxy=0.05
Out plane shear mod Gxz=Gxy=600Mpa
For the nida
thickness e=18mm
Out plane shear mod Gxz=41Mpa
Out plane shear mod Gyz=23Mpa
Compressive modulus Ezz=138Mpa
I would calculate the equivalent bending stiffness.
i found formulation but it's performed for beams (with supposition that the core is an isotrope materiel) and not for a plate with nida.
I ask me how calculate this bending stiffness easily for my sandwich panel .
Have you an idea? , please
Thank you
(sorry for the mistakes)
I begin in composite analysis and i have a problem. I don't found the formulation to calculate the bending stiffness of the sandwich panel,with two orthotrope skins (0°,45°,0) and nomex hexagonal core.
here are the data of the materiel
for the skin (carbone /epoxy)
plies thikness e=0.75mm
Young's modulus Exx=62400Mpa
Eyy=58850Mpa
Shear modulus Gxy=3950Mpa
Poisson vxy=0.05
Out plane shear mod Gxz=Gxy=600Mpa
For the nida
thickness e=18mm
Out plane shear mod Gxz=41Mpa
Out plane shear mod Gyz=23Mpa
Compressive modulus Ezz=138Mpa
I would calculate the equivalent bending stiffness.
i found formulation but it's performed for beams (with supposition that the core is an isotrope materiel) and not for a plate with nida.
I ask me how calculate this bending stiffness easily for my sandwich panel .
Have you an idea? , please
Thank you