Hello matkomatko,


I am on my last year of studying a double degree on Building, Business Management and Administration, and yesterday in the Installations subject we were just talking about expansion joints.

I can't answer your question with total certainty based on the data you provide, but I comment the advice that our teacher told us, and it was that whenever we can and if we doubt, we should always put expansion joints on that critical points.

Anyway I let you here this link: https://www.corzan.com/blog-sp/considerar-expansio... ; that belongs to a company which is specialized in piping.

So I hope that you could find some useful information there.

Regards,
Young Construction Student

I'll let a mechanical guy reply, but I would think that you would want to avoid totally 'rigid' connectons and accommodate a small amount of movement, in general.

Rather than think climate change and the corona virus as science, think of it as the wrath of God. Do you feel any better?

-Dik

5.75mm displacement seems to me not "ignorable". 5.75mm of displacement load on flanges is high amount. Consider simple bar of 100mm^2 cross section and 1000mm length and of steel with E=2.1E5 N/mm^2. The load due to 5.75mm axial deflection is 121kN/12 metric tons. Flanges considered anchors for analysis is not actual scenario. Flanges are quite flexible but the high eccentric load could cause the flange joint to leak.

Refer Design of piping system by M W Kellogg for flexibility analysis of piping loops and decide based on that.

Thanks... NRP

Rather than think climate change and the corona virus as science, think of it as the wrath of God. Do you feel any better?

-Dik