Shear Lag Effect on Box Steel Beams with Wide Curved Flanges
Shear Lag Effect on Box Steel Beams with Wide Curved Flanges
About this item
Full title
Author / Creator
Publisher
Basel: MDPI AG
Journal title
Language
English
Formats
Publication information
Publisher
Basel: MDPI AG
Subjects
More information
Scope and Contents
Contents
For wide flange box sections, conventional Euler–Bernoulli beam theory with maintaining the cross-section planarity may lead to underestimation of axial stresses. Axial stresses in cross-section flanges may have a non-uniform distribution due to shear pliability, decreasing in value from the flange–web junction to the middle area of the flange. Thi...
Alternative Titles
Full title
Shear Lag Effect on Box Steel Beams with Wide Curved Flanges
Authors, Artists and Contributors
Author / Creator
Identifiers
Primary Identifiers
Record Identifier
TN_cdi_doaj_primary_oai_doaj_org_article_73764b92ce9b4e09af1f2282595e54e0
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_73764b92ce9b4e09af1f2282595e54e0
Other Identifiers
ISSN
2076-3417
E-ISSN
2076-3417
DOI
10.3390/app14188481
