Development of a 3D Finite-Element Modelling Generation System Based on Data Processing Platform and Fatigue Analysis of Full-Scale Reinforced-Concrete Bridge
-
Published:2022
Issue:
Volume:
Page:
-
ISSN:2221-3783
-
Container-title:IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures
-
language:
-
Short-container-title:
Author:
Yoneda Taiju1, Fang Jie2, Otani Hideyuki3, Tsuchiya Satoshi4, Oishi Satoru3, Ishida Tetsuya2
Affiliation:
1. MAEDA CORPORATION, ICI General Center, ICI Lab, Tokyo, Japan. 2. The University of Tokyo, Department of Civil Engineering, Tokyo, Japan. 3. RIKEN, Computational Disaster Mitigation and Reduction Research Team, Kobe, Japan. 4. COMS Engineering Corporation, Tokyo, Japan.
Abstract
<p>This study presents a technology development for creating 3D finite-element full-scale bridge models based on a data processing platform (DPP) and explores the trial fatigue analysis to serve as an important reference for future practical applications. Until now, the model generation, validation and calculation for a large-scale model of conventional method consume huge time and money. Currently, developments in High- Performance Computing (HPC) and preparation for large parallel computers make numerical simulation operation more efficient. Moreover, through the grouping structure technique, different types of data can be linked together. In this research, a 3D finite-element full-scale bridge superstructure model was created using the DPP. A trial fatigue analysis was performed using a high-performance computer. By considering the details such as the position of each reinforcing bar, prestressed tendon, the slope, etc., the DPP model more closely captures the real structure. Therefore, it could be said that the model made by the DPP has higher analytical accuracy. This research paved the way for the implementation of large-scale fatigue analysis, which has significant engineering applications prospects.</p>
Publisher
International Association for Bridge and Structural Engineering (IABSE)
Reference9 articles.
1. Ministry of Land, Infrastructure, Transport and Tourism "Current Situation and Future of Aging Social Capital" "Current Situation and Future Forecast of Aging Social Capital" https://www.mlit.go.jp/sogoseisaku/main tenance/02research/02_01.html. 2. Fang J., Ishida T., Fathalla E. and Tsuchiya S. Full-scale fatigue simulation of the deterioration mechanisms of reinforced concrete road bridge slabs under dry and wet conditions. Engineering Structures. 2021; 245: 112988. 3. AUTOMATIC COMBINATION OF THE 3D SHAPES AND THE ATTRIBUTES OF BUILDINGS IN DIFFERENT GIS DATA 4. Fujiwara, H., Nakamura, H., Senna, S., Otani, H., Tomii, N., Ohtake, K., ... & Kataoka, S. (2019). Development of a real-time damage estimation system. Journal of Disaster Research, 14(2), 315-332. 5. Hori, M., Ohtani, H., Jayasinghe, J.A.S.C., Wijerathne, M.L.L., Ichimura, T., Fujita, K.,: Automated Model Construction for Integrated Earthquake Simulation, Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing, 2015.
|
|