Stability and Resistance of Steel Continuous Beams with Thin-Walled Box Sections

Stability and Resistance of Steel Continuous Beams with Thin-Walled Box Sections

The issues of local stability and ultimate resistance of a continuous beam with thin-walled box section (Class 4) were reduced to the analysis of the local buckling of bilaterally elastically restrained internal plate of the compression flange at longitudinal stress variation. Critical stress of the...

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Bibliographic Details
Main Authors: Brzezińska K., Szychowski A.
Format: Article
Language:English
Published: Sciendo 2018-12-01
Series:Archives of Civil Engineering
Subjects:
thin-walled elements
box sections
continuous beam
local critical resistance
design ultimate resistance
Online Access:http://www.degruyter.com/view/j/ace.2018.64.issue-4/ace-2018-0048/ace-2018-0048.xml?format=INT

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http://www.degruyter.com/view/j/ace.2018.64.issue-4/ace-2018-0048/ace-2018-0048.xml?format=INT

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