Flexibility equations
Piping - Flexibility
Article REF: A800 V1
Flexibility equations
Piping - Flexibility

Author : Richard GLODKOWSKI

Publication date: November 10, 1979 | Lire en français

Logo Techniques de l'Ingenieur You do not have access to this resource.
Request your free trial access! Free trial

Already subscribed?

3. Flexibility equations

3.1 Structural equilibrium conditions

A structure that is not loaded by forces is in equilibrium even if all its fasteners are cut except the one that positions the assembly in relation to space.

Naturally, the uncut fastener forms the origin of the path (figure 1 ) and requires special treatment compared to the other fasteners. To avoid this inconvenience, it is sufficient to attach it by means of a dimensionless but highly flexible connection to a fictitious fastener whose influence on the overall forces is quite negligible. What's more, this anchor is fixed in space and subject neither to expansion nor movement....

You do not have access to this resource.
Logo Techniques de l'Ingenieur

Exclusive to subscribers. 97% yet to be discovered!

You do not have access to this resource. Click here to request your free trial access!

Already subscribed?


Article included in this offer

"Hydraulic, aerodynamic and thermal machines"

( 177 articles )

Complete knowledge base

Updated and enriched with articles validated by our scientific committees

Services

A set of exclusive tools to complement the resources

View offer details
Contact us