Hi Guys,
I am required to specify the properties of a neoprene liner for a riser clamp, any thoughts about what properties and acceptance criteria I have to include ?
I have thought of the following properties, yet I am not able to establish the acceptance criteria:
Hardness
Tear Resistance...
Many thanks Steve appreciate it,
I checked it out and seems great yet I am still wondering if the same compression set requirements apply to the clamp liners?
Any thoughts about the acceptance criteria for seawater absorption & ozone resistance for such application?
I keep getting mixed up when I read section 2.3.6. Earthquake in API RP 2A... Could some one help me with the following?
Is designing the primary joints for the full brace capacity a must when the strength level earthquake is higher than 0.1 g?
What if I use the ductility level acceleration...