Journal article
Lateral torsional buckling of welded stainless-steel I-profile beams: design and reliability
- Abstract:
-
In this paper, a geometrically and materially nonlinear numerical model using ANSYS is validated against 13 lateral torsional buckling (LTB) experiments as well as experiments from the literature. A parametric study comprising 30 geometries with each 12 lengths in the slenderness range of 0.35–1.95 is then performed. This numerical study is repeated for the stainless steel ferritic EN 1.4016, austenitic EN 1.4404, and duplex EN 1.4462 grades to ensure a safe design for all stainless-steel fam...
Expand abstract
- Publication status:
- Published
- Peer review status:
- Peer reviewed
Actions
Access Document
- Files:
-
-
(Accepted manuscript, 1.5MB)
-
- Publisher copy:
- 10.1061/(asce)st.1943-541x.0002830
Why is the content I wish to access not available via ORA?
Bibliographic data (the information relating to research outputs) and full-text items (e.g. articles, theses, reports, etc.) arrive in ORA from several different sources. Unfortunately we are not able to make available the full-text for every research output.
Please contact the ORA team (
) if you have queries regarding unavailable content OR if you are aware of a full-text copy we can make available.
) if you have queries regarding unavailable content OR if you are aware of a full-text copy we can make available.
Content may be unavailable for the following four reasons
-
Version unsuitable
-
We have not obtained a suitable full-text for a given research output. See this page for more information.
-
Recently completed
-
Sometimes content is held in ORA but is unavailable for a fixed period of time to comply with the policies and wishes of rights holders.
-
Permissions
-
All content made available in ORA should comply with relevant rights, such as copyright. See this page for more information.
-
Clearance
-
Some thesis volumes scanned as part of the digitisation scheme funded by Dr Leonard Polonsky are currently unavailable due to sensitive material or uncleared third-party copyright content. We are attempting to contact authors whose theses are affected.
Alternative access to the full-text
You may be able to access the full-text directly from the publisher's website using the 'Publisher Copy' link in the 'Links & Downloads' box from a research output's ORA record page. This method may require an institutional or individual subscription to the journal/resource.
Authors
Bibliographic Details
- Publisher:
- American Society of Civil Engineers Publisher's website
- Journal:
- Journal of Structural Engineering Journal website
- Volume:
- 146
- Issue:
- 12
- Article number:
- 04020280
- Publication date:
- 2020-09-26
- Acceptance date:
- 2020-06-16
- DOI:
- EISSN:
-
1943-541X
- ISSN:
-
0733-9445
Item Description
- Language:
- English
- Keywords:
- Pubs id:
-
1136813
- Local pid:
- pubs:1136813
- Deposit date:
- 2020-10-22
Terms of use
- Copyright holder:
- American Society of Civil Engineers
- Copyright date:
- 2020
- Rights statement:
- © 2020 American Society of Civil Engineers.
- Notes:
- This is the accepted manuscript version of the article. The final version is available online from the American Society of Civil Engineers at: https://doi.org/10.1061/(ASCE)ST.1943-541X.0002830
If you are the owner of this record, you can report an update to it here: Report update to this record