
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.