Appropriate standard of SANDWICH under 4 bend points?
Appropriate standard of SANDWICH under 4 bend points?
(OP)
In the framework of my work i have to load a SANDWICH under 4 bend points. mode of failure is unknown, for this reason I am testing to know which mode of failure occurs.
There are two standards:
ASTM D7249 Standard Test Method for Facing Properties of Sandwich Constructions by Long Beam Flexure
ASTM C393 Standard Test Method for Core Shear Properties of Sandwich Constructions by Beam Flexure
What should I take for my experiment?
Thank you
There are two standards:
ASTM D7249 Standard Test Method for Facing Properties of Sandwich Constructions by Long Beam Flexure
ASTM C393 Standard Test Method for Core Shear Properties of Sandwich Constructions by Beam Flexure
What should I take for my experiment?
Thank you
RE: Appropriate standard of SANDWICH under 4 bend points?
RE: Appropriate standard of SANDWICH under 4 bend points?
we are trying a new material as a core for sandwich, and its properties are still under development.
in contrast the skins of Sandwich(flax fibres laminate), the properties of which have been known for a long time
That is why I will choose ASTM C393.
RE: Appropriate standard of SANDWICH under 4 bend points?
I have one more question, During the test, should I apply 100% force on trial? or less than 100% force.
Thank you
RE: Appropriate standard of SANDWICH under 4 bend points?
RE: Appropriate standard of SANDWICH under 4 bend points?
thank you very much