Discussions and Closures
Jun 21, 2019

Closure to “Influence of Reservoir Water Levels on the Protective Performance of Concrete Gravity Dams Subjected to Underwater Explosions” by Qi Li, Gaohui Wang, Wenbo Lu, Xinqiang Niu, Ming Chen, and Peng Yan

Publication: Journal of Structural Engineering
Volume 145, Issue 9
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Acknowledgments

The authors gratefully appreciate the support from the Major Program of Technological Innovation of Hubei Province (No. 2017ACA102) and the Technology and Industry for National Defense of China (No. JCKY2018110C162).

References

Falconer, J. 2007. The dam busters story. Stroud, UK: Sutton Publishing.
Li, Q., G. Wang, W. Lu, X. Niu, M. Chen, and P. Yan. 2018. “Failure modes and effect analysis of concrete gravity dams subjected to underwater contact explosion considering the hydrostatic pressure.” Eng. Fail. Anal. 85 (Mar): 62–76. https://doi.org/10.1016/j.engfailanal.2017.12.008.
Wang, G., and S. Zhang. 2014. “Damage prediction of concrete gravity dams subjected to underwater explosion shock loading.” Eng. Fail. Anal. 39 (Apr): 72–91. https://doi.org/10.1016/j.engfailanal.2014.01.018.
Xie, W., T. Liu, and B. Khoo. 2007. “The simulation of cavitating flows induced by underwater shock and free surface interaction.” Appl. Numer. Math. 57 (5–7): 734–745. https://doi.org/10.1016/j.apnum.2006.07.014.
Xu, Q., J. Chen, J. Li, Y. Cao, X. Liu, X. Yu, and X. Cao. 2018. “Numerical study on antiknock measures of concrete gravity dam bearing underwater contact blast loading.” J. Renewable Sustainable Energy 10 (1): 014101. https://doi.org/10.1063/1.4986330.
Yang, G., G. Wang, W. Lu, P. Yan, M. Chen, and X. Wu. 2018. “A SPH-Lagrangian-Eulerian approach for the simulation of concrete gravity dams under combined effects of penetration and explosion.” KSCE J. Civ. Eng. 22 (8): 3085–3101. https://doi.org/10.1007/s12205-017-0610-1.
Zhao, X., G. Wang, W. Lu, M. Chen, P. Yan, and C. Zhou. 2018. “Effects of close proximity underwater explosion on the nonlinear dynamic response of concrete gravity dams with orifices.” Eng. Fail. Anal. 92 (Oct): 566–586. https://doi.org/10.1016/j.engfailanal.2018.06.016.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 145Issue 9September 2019

History

Received: Dec 19, 2018
Accepted: Jan 15, 2019
Published online: Jun 21, 2019
Published in print: Sep 1, 2019
Discussion open until: Nov 21, 2019

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Authors

Affiliations

Qi Li
Ph.D. Student, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China.
Gaohui Wang [email protected]
Associate Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China (corresponding author). Email: [email protected]
Wenbo Lu
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China.
Xinqiang Niu
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China; President, Changjiang Institute of Survey, Planning, Design and Research, Changjiang Water Resources Commission, 2. 1863 Jiefang Ave. Wuhan 430010, China.
Ming Chen
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China.
Peng Yan
Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan Univ., Wuhan 430072, China.

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