Numerical Simulation of Fatigue Crack Propagation in Steel Bridge with Welded Stiffeners Subjected to Out-of-plane Loadings
Authors
Hesheng Tang, Shi Chen, Songtao Xue
Corresponding Author
Songtao Xue
Available Online April 2019.
- DOI
- 10.2991/smont-19.2019.59How to use a DOI?
- Keywords
- fatigue crack propagation; steel bridges; welded stiffeners; stress intensity fator; FRANC3D
- Abstract
The main purpose of this paper is to simulate the fatigue crack growth in welded steel bridge subjected to out-of-plane loadings. FRANC3D and ABAQUS are jointly used to calculate the stress intensity factors and predict the fatigue crack growth life. The results shows that the mode I SIFs of crack front of this case increase significantly as the loading increases and they also increase when the crack has bigger initial size. Among the factors which affect the fatigue crack life, the loadings are the most effective one while the size of the initial crack has little influence on the fatigue crack growth life.
- Copyright
- © 2019, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Hesheng Tang AU - Shi Chen AU - Songtao Xue PY - 2019/04 DA - 2019/04 TI - Numerical Simulation of Fatigue Crack Propagation in Steel Bridge with Welded Stiffeners Subjected to Out-of-plane Loadings BT - Proceedings of the 2019 International Conference on Modeling, Simulation, Optimization and Numerical Techniques (SMONT 2019) PB - Atlantis Press SP - 266 EP - 269 SN - 1951-6851 UR - https://doi.org/10.2991/smont-19.2019.59 DO - 10.2991/smont-19.2019.59 ID - Tang2019/04 ER -