Loading...
Loading...

Go to the content (press return)

Analysis of pallet rack beam members through a nonlinear GBT formulation with sectional constraints

Author
Bonada, J.; Casafont, M.; Roure, F.; Pastor, M.M.
Type of activity
Presentation of work at congresses
Name of edition
EUROSTEEL 2021 European Conference on Steel Structures
Date of publication
2021
Presentation's date
2021-09-01
Book of congress proceedings
Special Issue: EUROSTEEL 2021 Sheffield — Steel's coming home
First page
457
Last page
464
DOI
10.1002/cepa.1316
Repository
http://hdl.handle.net/2117/353489 Open in new window
URL
https://onlinelibrary.wiley.com/doi/10.1002/cepa.1316 Open in new window
Abstract
Thin-walled open cross-sections are commonly used in steel storage pallet rack structures. In some cases, open sections are employed as beam members. These beam members usually have weld spots along their length in order to reduce the distortional deformation under a flexural load. On the other hand, beam members are typically connected to columns by means of claws, which typically exhibit a nonlinear moment - rotation relationship. These two characteristic should be taken into account in order ...
Citation
Bonada, J. [et al.]. Analysis of pallet rack beam members through a nonlinear GBT formulation with sectional constraints. A: European Conference on Steel Structures. "Special Issue: EUROSTEEL 2021 Sheffield — Steel's coming home". 2021, p. 457-464. DOI 10.1002/cepa.1316.
Keywords
FEA, Generalised Beam Theory (GBT), Nonlinear anal-ysis, Sectional constraints, Thin-walled members
Group of research
REMM - Structures and Mechanics of Materials Research

Participants

Attachments