z-logo
open-access-imgOpen Access
The Reduced Stress Method (EN-1993-1-5) In Designing of The Plated Structural Elements
Author(s) -
Al-Aqbi Ameer Tawfeeq,
Nicolæ Popa
Publication year - 2021
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/664/1/012067
Subject(s) - structural engineering , transverse plane , cover (algebra) , stress (linguistics) , buckling , engineering , girder , materials science , mechanical engineering , philosophy , linguistics
The paper describes the main features and advantages of European standard EN 1993-1-5 in the design of plated structures. Compared to other types of steel structures, plated structures are more prone to local buckling and therefore required design rules to cover such a phenomenon. The concept of the article focuses on The Reduced Stress Method. A steel box girder chooses for numerical example was fabricated of S235 steel, has 7 panels with transverse and longitudinal stiffeners and was tested in 1985 at the Testing Laboratory of the Research Institute for Transportation Engineering, in Bucharest.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here