Table of Contents Author Guidelines Submit a Manuscript
Mathematical Problems in Engineering
Volume 2013, Article ID 875376, 8 pages
Research Article

FEM Analysis of Dynamic Response of Buried Fiber Reinforced Plastic Matrix Pipe under Seismic Load

1College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
2Suqian Water Authority, Suqian 223800, China
3College of Mechanics and Materials, Hohai University, Nanjing 210098, China
4China Institute of Water Resources and Hydropower Research, Beijing 100038, China

Received 18 July 2013; Accepted 15 September 2013

Academic Editor: Zhiqiang Hu

Copyright © 2013 Xu Lei et al. This 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.

Linked References

  1. L. Yong, W. Fan, and L. Renhuai, “Bending analysis of FRMP pipes of filament-wound under external loads,” Journal of Jinan University, vol. 26, no. 1, pp. 16–19, 2005. View at Google Scholar
  2. L. Yan, “Application of FRP/GRP pipe in Pingshang emergency water diversion project,” China Water Resources, no. 4, pp. 23–25, 2009. View at Google Scholar
  3. S. Jihong, W. Huiming, S. Xiaolei et al., “Glass fiber reinforced mortar pipe optimization design based on finite element analysis,” Journal of Shihezi University, vol. 26, no. 2, pp. 228–231, 2008. View at Google Scholar
  4. L. Hongnan, X. Shiyun, and H. Linsheng, “Damage investigation and analysis of engineering structures in the Wenchuan earthquake,” Chinese Journal of Building Structures, vol. 29, no. 4, pp. 10–19, 2008. View at Google Scholar · View at Scopus
  5. T. K. Datta, “Seismic response of buried pipelines: a state-of-the-art review,” Nuclear Engineering and Design, vol. 192, no. 2, pp. 271–284, 1999. View at Publisher · View at Google Scholar · View at Scopus
  6. S. W. Liu, S. K. Datta, K. R. Khair, and A. H. Shah, “Three dimensional dynamics of pipelines buried in backfilled trenches due to oblique incidence of body waves,” Soil Dynamics and Earthquake Engineering, vol. 10, no. 4, pp. 182–191, 2003. View at Google Scholar · View at Scopus
  7. W. Shaojie, Z. Qinjie, L. Yingli et al., “Research on earthquake resistance of buried pipeline under pipe-soil interaction,” Chinese Journal of World Earthquake Engineering, vol. 23, no. 1, pp. 47–50, 2007. View at Google Scholar · View at Scopus
  8. Z. Xiaoling, L. Maotian, G. Ying et al., “Numerical analysis of dynamic response of saturated porous seabed-pipeline under seismic loading,” Chinese Journal of Rock Mechanics and Engineering, vol. 27, no. 2, pp. 3798–3806, 2008. View at Google Scholar · View at Scopus
  9. X. Lei, Y. Zhicai, R. Qingwen et al., “The accurate auto-application of viscous-spring dynamic artificial boundary based on ABAQUS,” Journal of China Three Gorges University, vol. 32, no. 1, pp. 20–23, 2010. View at Google Scholar
  10. X. Lei, Y. Zhicai, and R. Qingwen, “Development of artificial seismic wave generation visual soft based on MATLAB,” Chinese Journal of Water Resources and Power, vol. 28, no. 11, pp. 120–122, 2010. View at Google Scholar
  11. L. Jingbo, D. Yixin, and Y. Qiushi, “The implementation of viscous-spring dynamic artificial boundary and earthquake input in general FEM software,” Chinese Journal of Disaster Prevention and Mitigation Engineering, vol. 27, no. 1, pp. 37–42, 2007. View at Google Scholar