2018
DOI: 10.21278/tof.42204
|View full text |Cite
|
Sign up to set email alerts
|

Design of Columns in Terms of Stability

Abstract: SummaryIn this paper, we investigate global and local stability of columns with an open and a closed thin-walled cross section. The proposed model of global stability is made of two deformable elements connected with an elastic joint. Stiffness of the elastic joint represents local discontinuity of the cross section of the column caused by the loss of stability of individual plates. The model of local stability of the columns is conceptualized on the principle of continuity of individual plates of the cross se… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2019
2019
2024
2024

Publication Types

Select...
3

Relationship

1
2

Authors

Journals

citations
Cited by 3 publications
(2 citation statements)
references
References 22 publications
0
2
0
Order By: Relevance
“…The bending moment of the vertical plates (M r ) is proportional to the axial moment of their surface areas and the overall bending moment of the girder. Global stresses in terms of optimum design require an increase in the girder height, and consequently that of the rib; this result in increased slenderness and a potential loss of stability due to a greater bending moment [27]. The main problem regarding the implementation of equation (1) for vertical girder plates is not related only to the geometry (stepwise variable thickness), but also to the conditions of supporting (boundary conditions), as well as the characteristics of loading.…”
Section: Mathematical Modellingmentioning
confidence: 99%
“…The bending moment of the vertical plates (M r ) is proportional to the axial moment of their surface areas and the overall bending moment of the girder. Global stresses in terms of optimum design require an increase in the girder height, and consequently that of the rib; this result in increased slenderness and a potential loss of stability due to a greater bending moment [27]. The main problem regarding the implementation of equation (1) for vertical girder plates is not related only to the geometry (stepwise variable thickness), but also to the conditions of supporting (boundary conditions), as well as the characteristics of loading.…”
Section: Mathematical Modellingmentioning
confidence: 99%
“…The finite element analysis is a widely used and recognized method for determining optimal process parameters, according to the work done by various researchers [19][20][21]36]. In the studies [22][23][24][25], FEA plays a very vital role in finding out various types of deflections and stresses produced in a part during machining.…”
Section: Literature Reviewmentioning
confidence: 99%