![](/assets/images/picto-drapeau-france-3a76576a5d60a512053b4612ab58dae5.png)
4. Critical elastic buckling loads
4.1 Under elementary loads
Under the conditions described above, the mean plane, initially assumed to be plane, remains rigorously plane until the load reaches the critical state, under which the plate is in indifferent equilibrium. The fundamental trajectory ends at the equilibrium bifurcation point and is extended by a trajectory in the deformed (warped) state.
The values σ x,cr (uniform compression, see figure 4 a) and σ x,1,cr (bending,...
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? Log in!
![](/assets/images/logo-eti-286623ed91fa802ce039246e516e5852.png)
The Ultimate Scientific and Technical Reference
This article is included in
The superstructure of the building
This offer includes:
Knowledge Base
Updated and enriched with articles validated by our scientific committees
Services
A set of exclusive tools to complement the resources
Practical Path
Operational and didactic, to guarantee the acquisition of transversal skills
Doc & Quiz
Interactive articles with quizzes, for constructive reading
Critical elastic buckling loads
Bibliography
Standards and norms
- Eurocode 3 – Design of steel structures – Part 1-5: Plated structural elements. European Standard, European Committee for Standardization, Brussels. - EN 1993-1-5 - Octobre 2006
- Eurocode 3 – Design of steel structures: General rules and rules for buildings. CEN, Brussels. - ENV 1993-1-1 - April 1992
- JRC Ispra and ECCS-CECM-EKS, Brussels, 1ère éd., October 2007 (document freely downloadable from http://eurocodes.jrc.ec.europa.eu)....
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? Log in!
![](/assets/images/logo-eti-286623ed91fa802ce039246e516e5852.png)
The Ultimate Scientific and Technical Reference