Experimental study on damage identification for grid structure based on BP neural network
- DOI
- 10.2991/ifeesm-17.2018.329How to use a DOI?
- Keywords
- damage identification; modal parameter; BP neural network
- Abstract
Aiming at the difficulties of modal concentration and high degree of freedom in the damage identification of the truss structure and the good fault tolerance and robustness of the BP network, based on the theory of the change of the modal parameters of the truss structure before and after the damage, the modal parameters and BP neural Network structure damage identification method. Taking a 6m × 7.5m square pyramidal grid structure as the research object, the importance coefficient of each bar was calculated according to the theory of continuous collapse, and the position of the damaged bar was simulated. Then, the square of the normalized frequency of the structure before and after damage And the combination of normalized vibration mode parameters as damage indicators to train, test and test BP neural network. The results show that this method can well identify the location and extent of damage to the grid structure.Damage identification, including damage judgment, location and degree, is one of the core of SHM [1]. The change of modal parameters before and after the damage can be regarded as the sign of structural damage to diagnose the position and degree of structural damage.
- 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 - Zhe Xing AU - Chun-He Yang AU - Bin Yang PY - 2018/02 DA - 2018/02 TI - Experimental study on damage identification for grid structure based on BP neural network BT - Proceedings of the 2017 3rd International Forum on Energy, Environment Science and Materials (IFEESM 2017) PB - Atlantis Press SP - 1823 EP - 1826 SN - 2352-5401 UR - https://doi.org/10.2991/ifeesm-17.2018.329 DO - 10.2991/ifeesm-17.2018.329 ID - Xing2018/02 ER -