大型浮动冲击平台冲击环境特性研究OA北大核心CSTPCD

[Objective]This paper aims to analyzes the shock response characteristics of a large-scale float-ing shock platform(LFSP)subjected to underwater explosion.[Methods]The acoustic-solid coupling ap-proach is used as the basis for the numerical simulation.The validity of the calculation method used in this pa-per is verified by comparing the experimental data with simulation,and the shock response characteristics of the location of interest in the LFSP's inner bottm plating is investigated in terms of its longitudinal section dis-tribution as well as the effects of changes in the horizontal distance to the blast source on the whole shock en-vironment of LFSP's inner bottom structure,thereby the LFSP's shock response prediction formula is obtained by fitting method.[Results]The results indicate that the shock response characteristics of the locations(i.e.outer and inner plates,longitudinal section in centre plane)distributed along the longitudinal section of the in-ner bottom structure are basically the same.The shock response amplitude of the front and back sides of the floating platform are small,while that of the middle is large.The shock responses of the outer and inner plates differ,and the spectral velocity of the inner plate is greater than that of the outer plate,while the spectral dis-placement of the outer plate is greater than that of the inner plate.[Conclusions]The measurement points within the inner bottom plating are excited so spikes appear in the shock spectral lines,resulting in the spectral velocity of the inner plate is higher than that of the outer plate.The horizontal distance of bottom plate to the blast source is smaller so the shock response is stronger,bringing about a greater spectral displacement of the outer plate than that of the inner plate.