Difference between Consteel functions "Global stability check" and "Member check"
There are different ways to evaluate the stability of a structure. It is important to know the differences between those methods and the limits of applicability but it is also important to recognize the equalities in pure cases.
Methods of stability design
In Eurocode 1993-1-1, and so in Consteel, there are 3 methods to verify the stability of a model:
- Imperfection approach (described in Section 5.2 and 5.3)
The structural model is subjected to appropriate geometrical imperfections and after completing a second order analysis, only the cross section resistances need to be checked
- Isolated member approach ( described in section 6.3.1, 6.3.2 and 6.3.3)
The method is based on two essential simplifications:
- Structural member isolation: The relevant member is isolated from the global structural model by applying special boundary conditions (supports, restraints or loads) at the connection points which are taken into account in the calculation of the buckling resistance
- Buckling mode separation: The buckling of the member is calculated separately for the pure modes: flexural buckling for pure compression and lateral-torsional buckling for pure bending. The two effects are connected by applying special interaction factors.
- General method (described in section 6.3.4)
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