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