Stochastic Gradient Optimization Method of Mechanical Parameters of Prestressed Concrete U Shaped Girder with Gaussian Objective Function
- DOI
- 10.2991/icmse-18.2018.58How to use a DOI?
- Keywords
- U shaped girder, mechanical parameters, Powell optimization theoretical model, Gaussian objective function.
- Abstract
U shaped girder is a kind of low height bridge. The application of concrete U shaped girder is wide in highway and urban bridge. In general, it is composed of concrete and steel and compared with the mechanical analysis, little research has been carried on the inverse model of elastic modulus of U shaped girder. With degraded solid element theory, the shell element is deduced and the displacement function is obtained. Then Gaussian objective function of mechanical parameters of the reinforced concrete U shaped girder is founded and the corresponding formulas of Gaussian expectation and variance are derived. The stochastic optimization estimation computing formulas are also obtained by adopting optimization method including Powell gradient method. Then the steps of stochastic Gaussian optimized estimation of mechanical parameters of the reinforced concrete U shaped girder are listed. In this paper, a reliable calculation method is provided by researching the mechanical properties for prestressed concrete continuous U shaped girder.
- Copyright
- © 2018, 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 - Lin Su AU - Jian Zhang AU - Cheng Xi AU - Qingyu Liang AU - Jiawei Tian PY - 2018/05 DA - 2018/05 TI - Stochastic Gradient Optimization Method of Mechanical Parameters of Prestressed Concrete U Shaped Girder with Gaussian Objective Function BT - Proceedings of the 2018 8th International Conference on Manufacturing Science and Engineering (ICMSE 2018) PB - Atlantis Press SP - 296 EP - 302 SN - 2352-5401 UR - https://doi.org/10.2991/icmse-18.2018.58 DO - 10.2991/icmse-18.2018.58 ID - Su2018/05 ER -