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FROM:
Min Wang (1), Mingshou Zhong (1), Yuan Long (1), Kai Ding (2), Xingbo Xie (1) and Liu Ying(1)
(1) Academy of Field Engineering, Army Engineering University of PLA, Nanjing, Jiangsu 210007, China
(2) Science and Technology on Near-Surface Detection Laboratory, Wuxi, Jiangsu 214035, China
“Study on dynamic strain regularity and influencing factors of shallow buried metal pipe under collapse impact load”, Shock and Vibration, Article ID 8792546, Vol. 2018, https://doi.org/10.1155/2018/8792564
ABSTRACT: With the combination of model experiment and numerical simulation, we explore the effect of collapse height, weight, and pipe-soil stiffness ratio on dynamic strain of shallow buried metal pipe under the collapse impact load. By analyzing the strain at different measuring points of the buried pipeline, the strain law of the buried pipeline under the collapse impact load is obtained. Based on the range analysis and variance significance analysis, it was found that the pipe-soil stiffness ratio has a more significant impact on the dynamic strain of the buried pipeline under impact compared to the collapse height and the weight. Then, the numerical simulation method was used to further analyze the effect of pipe-soil stiffness ratio on the dynamic response of buried pipelines; the following conclusions are drawn: As the stiffness ratio of pipe-soil increases, the plastic stress and strain of the buried pipeline will decrease, and influence of the pipeline by the collapse impact is slighter.
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