Hindawi Shock and Vibration Volume 2018, Article ID 9525680, 14 pages https://doi.org/10.1155/2018/9525680 Research Article Dynamic Characteristic and Fatigue Accumulative Damage of a Cross Shield Tunnel Structure under Vibration Load Qixiang Yan,1 Hang Chen ,1 Wenyu Chen,1 Junchen Zhang,1 Shuqi Ma ,1 and Xi Huang2 Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu , China Chengdu Survey, Design and Research Co. Ltd., Chengdu , China Correspondence should be addressed to Hang Chen;
[email protected] and Shuqi Ma;
[email protected] Received 19 September 2017; Accepted 9 January 2018; Published 13 March 2018 Academic Editor: Sandris Rucevskisˇ Copyright © 2018 Qixiang Yan et al. Tis is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Tis study presents an improved constitutive model for concrete under uniaxial cyclic loading which considers the fatigue stifness degradation, fatigue strength degradation, and fatigue residual strain increment of concrete fatigue damage. According to the constitutive model, the dynamic response and cumulative damage of the tunnel cross structure under various train operation years were analyzed. Te results show that the vibration in the middle of the main tunnel is most violent. With the increase of train operation period, the acceleration in the middle of the transverse passage foor, both sides of the wall corner and the vault increase signifcantly, and the maximum principal stress increases signifcantly only in both sides of the wall corner. Te compressive damage is mainly distributed at both sides of the wall corner, while tensile damage is distributed in both sides of the inner wall corner.