Ghent University Academic Bibliography

Advanced

The influence of convoy loading on the optimized topology of railway bridges

Arne Jansseune UGent and Wouter De Corte UGent (2017) STRUCTURAL ENGINEERING AND MECHANICS . 64(1). p.45-58
abstract
This paper presents the application of topology optimization as a design tool for a steel railway bridge. The choice of a steel railway bridge is dictated by the particular situation that it is suitable for topology optimization design. On the one hand, the current manufacturing techniques for steel structures (additive manufacturing techniques not included) are highly appropriate for material optimization and weight reduction to improve the overall structural efficiency, improve production efficiency, and reduce costs. On the other hand, the design of a railway bridge, especially at higher speeds, is dominated by minimizing the deformations, this being the basic principle of compliance optimization. However, a classical strategy of topology optimization considers typically only one or a very limited number of load cases, while the design of a steel railway bridge is characterized by relatively concentrated convoy loads, which may be present or absent at any location of the structure. The paper demonstrates the applicability of considering multiple load configurations during topology optimization and proves that a different and better optimal layout is obtained than the one from the classical strategy.
Please use this url to cite or link to this publication:
author
organization
year
type
journalArticle (original)
publication status
published
subject
keyword
topology optimization, SIMP, steel railway bridge, multiple load cases
journal title
STRUCTURAL ENGINEERING AND MECHANICS
volume
64
issue
1
pages
14 pages
Web of Science type
Article
Web of Science id
000416216900005
ISSN
1225-4568
DOI
10.12989/sem.2017.64.1.045
language
English
UGent publication?
yes
classification
A1
id
8549734
handle
http://hdl.handle.net/1854/LU-8549734
date created
2018-02-12 15:59:19
date last changed
2018-02-26 10:38:29
@article{8549734,
  abstract     = {This paper presents the application of topology optimization as a design tool for a steel railway bridge. The choice of a steel railway bridge is dictated by the particular situation that it is suitable for topology optimization design. On the one hand, the current manufacturing techniques for steel structures (additive manufacturing techniques not included) are highly appropriate for material optimization and weight reduction to improve the overall structural efficiency, improve production efficiency, and reduce costs. On the other hand, the design of a railway bridge, especially at higher speeds, is dominated by minimizing the deformations, this being the basic principle of compliance optimization. However, a classical strategy of topology optimization considers typically only one or a very limited number of load cases, while the design of a steel railway bridge is characterized by relatively concentrated convoy loads, which may be present or absent at any location of the structure. The paper demonstrates the applicability of considering multiple load configurations during topology optimization and proves that a different and better optimal layout is obtained than the one from the classical strategy.},
  author       = {Jansseune, Arne and De Corte, Wouter},
  issn         = {1225-4568 },
  journal      = {STRUCTURAL ENGINEERING AND MECHANICS },
  keyword      = {topology optimization,SIMP,steel railway bridge,multiple load cases},
  language     = {eng},
  number       = {1},
  pages        = {45--58},
  title        = {The influence of convoy loading on the optimized topology of railway bridges},
  url          = {http://dx.doi.org/10.12989/sem.2017.64.1.045},
  volume       = {64},
  year         = {2017},
}

Chicago
Jansseune, Arne, and Wouter De Corte. 2017. “The Influence of Convoy Loading on the Optimized Topology of Railway Bridges.” Structural Engineering and Mechanics 64 (1): 45–58.
APA
Jansseune, A., & De Corte, W. (2017). The influence of convoy loading on the optimized topology of railway bridges. STRUCTURAL ENGINEERING AND MECHANICS , 64(1), 45–58.
Vancouver
1.
Jansseune A, De Corte W. The influence of convoy loading on the optimized topology of railway bridges. STRUCTURAL ENGINEERING AND MECHANICS . 2017;64(1):45–58.
MLA
Jansseune, Arne, and Wouter De Corte. “The Influence of Convoy Loading on the Optimized Topology of Railway Bridges.” STRUCTURAL ENGINEERING AND MECHANICS 64.1 (2017): 45–58. Print.