The water-drop-shaped pressure hull has a good streamline,which has good application prospect in the underwater observatory.Therefore,this study conducted analytical,experimental and numerical investigation of the buc...The water-drop-shaped pressure hull has a good streamline,which has good application prospect in the underwater observatory.Therefore,this study conducted analytical,experimental and numerical investigation of the buckling properties of water-drop-shaped pressure hulls under hydrostatic pressure.A water-drop experiment was conducted to design water-drop-shaped pressure hulls with various shape indices.The critical loads for the water-drop-shaped pressure hulls were resolved by using Mushtari’s formula.Several numerical simulations including linear buckling analysis and nonlinear buckling analysis including eigenmode imperfections were performed.The results indicated that the critical loads resolved by Mushtari's formula were in good agreement with the linear buckling loads from the numerical simulations.This formula can be extended to estimate the buckling capacity of water-drop-shaped pressure hulls.In addition,three groups of pressure hulls were fabricated by using stereolithography,a rapid prototyping technique.Subsequently,three groups of the pressure hulls were subjected to ultrasonic measurements,optical scanning,hydrostatic testing and numerical analysis.The experimental results were consistent with the numerical results.The results indicate that the sharp end of the water-drop-shaped pressure hulls exhibited instability compared with the blunt end.This paper provides a new solution to the limitations of experimental studies on the water-drop-shaped pressure hulls as well as a new configuration and evaluation method for underwater observatories.展开更多
[目的]旨在充分研究多种毁伤元对目标毁伤的模式,分析双爆源水下爆炸对圆柱壳结构的毁伤效应。[方法]首先,建立圆柱壳有限元模型,采用任意拉格朗日-欧拉(ALE)方法对单/双爆源水下爆炸下圆柱壳的毁伤特性展开研究;然后,从破口面积、最大...[目的]旨在充分研究多种毁伤元对目标毁伤的模式,分析双爆源水下爆炸对圆柱壳结构的毁伤效应。[方法]首先,建立圆柱壳有限元模型,采用任意拉格朗日-欧拉(ALE)方法对单/双爆源水下爆炸下圆柱壳的毁伤特性展开研究;然后,从破口面积、最大垂向位移和塑性应变区域面积等特征参数方面评价结构的毁伤效果,并以500 kg TNT装药为例进行计算分析。[结果]结果显示,对于间距为1 m的双爆源水下爆炸,同等当量的双爆源相比单爆源的爆炸会对圆柱壳外板造成更严重的毁伤,但对圆柱壳内板的毁伤不如单爆源;对于间距大于3 m的双爆源水下爆炸,随着间距的增加,爆炸对圆柱壳结构的毁伤效果逐渐减弱。[结论]通过计算不同初始参数下水下爆炸对圆柱壳结构的毁伤,所获取的单/双爆源水下爆炸对圆柱壳结构的毁伤规律结果可为增强水下作战武器威力提供参考。展开更多
基金financially supported by the National Natural Science Foundation of China(Grant Nos.52071160 and 52071203)the 333-Key-Industry Talent Project of Jiangsu Scientific Committee(Grant No.JTO 2022-21).
文摘The water-drop-shaped pressure hull has a good streamline,which has good application prospect in the underwater observatory.Therefore,this study conducted analytical,experimental and numerical investigation of the buckling properties of water-drop-shaped pressure hulls under hydrostatic pressure.A water-drop experiment was conducted to design water-drop-shaped pressure hulls with various shape indices.The critical loads for the water-drop-shaped pressure hulls were resolved by using Mushtari’s formula.Several numerical simulations including linear buckling analysis and nonlinear buckling analysis including eigenmode imperfections were performed.The results indicated that the critical loads resolved by Mushtari's formula were in good agreement with the linear buckling loads from the numerical simulations.This formula can be extended to estimate the buckling capacity of water-drop-shaped pressure hulls.In addition,three groups of pressure hulls were fabricated by using stereolithography,a rapid prototyping technique.Subsequently,three groups of the pressure hulls were subjected to ultrasonic measurements,optical scanning,hydrostatic testing and numerical analysis.The experimental results were consistent with the numerical results.The results indicate that the sharp end of the water-drop-shaped pressure hulls exhibited instability compared with the blunt end.This paper provides a new solution to the limitations of experimental studies on the water-drop-shaped pressure hulls as well as a new configuration and evaluation method for underwater observatories.
文摘[目的]旨在充分研究多种毁伤元对目标毁伤的模式,分析双爆源水下爆炸对圆柱壳结构的毁伤效应。[方法]首先,建立圆柱壳有限元模型,采用任意拉格朗日-欧拉(ALE)方法对单/双爆源水下爆炸下圆柱壳的毁伤特性展开研究;然后,从破口面积、最大垂向位移和塑性应变区域面积等特征参数方面评价结构的毁伤效果,并以500 kg TNT装药为例进行计算分析。[结果]结果显示,对于间距为1 m的双爆源水下爆炸,同等当量的双爆源相比单爆源的爆炸会对圆柱壳外板造成更严重的毁伤,但对圆柱壳内板的毁伤不如单爆源;对于间距大于3 m的双爆源水下爆炸,随着间距的增加,爆炸对圆柱壳结构的毁伤效果逐渐减弱。[结论]通过计算不同初始参数下水下爆炸对圆柱壳结构的毁伤,所获取的单/双爆源水下爆炸对圆柱壳结构的毁伤规律结果可为增强水下作战武器威力提供参考。
