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Paper The following article is Open access

Research on Response Characteristics of Hydraulic Gate Subjected to Non-contact Underwater Explosion Load

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Published under licence by IOP Publishing Ltd
, , Citation Zhuoyi Yang et al 2020 J. Phys.: Conf. Ser. 1634 012148 DOI 10.1088/1742-6596/1634/1/012148

1742-6596/1634/1/012148

Abstract

In this paper, the response characteristics of deep-hole planar steel gates under the separate induction of bubble pulsating load are studied. Through the large-scale finite element simulation software ABAQUS, using the explicit dynamic finite element analysis method, the contact surface of the gate and the water is taken into account by the fluid-solid coupling algorithm. When the water level is constant, the gate is subjected to explosion and the impact of the generated bubble impact on the gate structure and its anti-explosion ability are analyzed. The equivalent stress, displacement, and equivalent plastic strain of the gate under six different cases were simulated. Then, the effect of bubble pulsating load on the stress characteristics of the gate and the anti-explosion ability of the gate were summarized.

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10.1088/1742-6596/1634/1/012148