Search
Abstract
The paper deals with a problem of application of shell elements in the models of multiple-row moment end-plate connections. The extended connection of I-section with a cross-section W760x265x220 made of steel S355 was analyzed. Comparison analysis of FEM, complex volume and shell models has been done. Three cases with different end-plate thickness: 14, 18 and 36 mm were analyzed and compared with the reference results. Comparison of the forces in bolts shows that simplification of the model from volume to shell elements does not greatly affect the distribution of forces in bolts. The presented analysis shows that a relatively simple shell model can be sufficient in the design of multiple-row moment end-plate joints.
Citations
-
0
CrossRef
-
0
Web of Science
-
0
Scopus
Authors (2)
Cite as
Full text
full text is not available in portal
Keywords
Details
- Category:
- Monographic publication
- Type:
- rozdział, artykuł w książce - dziele zbiorowym /podręczniku w języku o zasięgu międzynarodowym
- Title of issue:
- Shell Structures: Theory and Applications Volume 4 strony 489 - 492
- Language:
- English
- Publication year:
- 2018
- Bibliographic description:
- Żółtowski K., Kalitowski P.: Shell model of multiple-row moment I-section end-plate joint// Shell Structures: Theory and Applications, vol.4/ ed. Wojciech Pietraszkiewicz, Wojciech Witkowski Londyn: CRC Press Taylor & Francis/Balkema, 2018, s.489-492
- DOI:
- Digital Object Identifier (open in new tab) 10.1201/9781315166605-113
- Verified by:
- Gdańsk University of Technology
seen 166 times
Recommended for you
On the generalized model of shell structures with functional cross-sections
- S. Dastjerdi,
- M. Malikan,
- V. Eremeev
- + 2 authors