Abstract

<p indent="0mm">A medium floating shock platform was selected as an object, and the shock response affected by underwater explosions was investigated using theoretical and experimental methods. First, the shock response of the platform was tested using experimental methods, such as underwater explosive load, platform shock environment, and structure damage stress. Experimental results were obtained using experimental methods. Second, based on the test results, the platform characteristics were analyzed using theoretical methods, such as the damage status of the platform structure, the environmental acceleration distribution, and the vibration reduction effect of the cushion system. Signification phenomena were obtained by analyzing experimental data and comparing it with the theoretical results. The damage level of the platform belongs to the gradation of light. The maximum shock wave, acceleration, and structural stress to the front-explosion surface are more prominent than those to the back-explosion surface. The maximum structural stress is at the bottom center of the platform. Platform equipment has perfect cushioning effects. Damping efficiency is more than 95%. The results show that the standard strength of the floating shock platform is sufficient, and the mitigation effects of the cushioning system are very effective. The theoretical analysis results are based on simulation calculations in determining the damage level of the platform.

Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.