Elastic critical moment for bisymmetric steel profiles and its sensitivity by the finite difference method

It is widely known that lateral-torsional buckling of a member under bending and warping restraints of its cross-sections in the steel structures are crucial for estimation of their safety and durability. Although engineering codes for steel and aluminum structures support the designer with the addi...

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Bibliographic Details
Main Authors: Kamiński M., Supeł Ł.
Format: Article
Language:English
Published: Sciendo 2016-02-01
Series:International Journal of Applied Mechanics and Engineering
Subjects:
Online Access:https://doi.org/10.1515/ijame-2016-0003