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首页> 外文期刊>Journal of the Mechanics and Physics of Solids >Response of an underwater cylindrical composite shell to a proximal implosion
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Response of an underwater cylindrical composite shell to a proximal implosion

机译:水下圆柱形复合壳对近端爆炸的响应

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An experimental investigation is conducted to study the dynamic underwater response of a cylindrical composite shell under near critical hydrostatic pressure, to the implosion of another shell in proximity. A primary cylindrical composite shell is imploded in proximity to a secondary shell which is similar in all respects except for the secondary shell having a smaller length. Length differences of 10% and 20% are chosen to simulate variations in collapse pressures occurring in shells from real life manufacturing defects and/or degradation during operational use. The response of the secondary shell is investigated to understand if and how its collapse occurs in addition to studying the Fluid-Structure Interaction (FSI) phenomenon. The pair of shells are subjected to underwater hydrostatic loading using a large pressure vessel suitable for high-speed photography in conjunction with 3D Digital Image Correlation (DIC). 3D-DIC is employed to obtain full-field displacement measurements of both the shells, and local dynamic pressure histories are also simultaneously recorded. The primary shell always imploded first, causing a dynamic loading on the secondary shell. In cases of implosion of the secondary shell, although the transient radial deformations occurred in mode 2, the failure itself occurred with a localized failure of the shell walls. It is observed that there exists an inner critical stand-off distance for the secondary shell to fail catastrophically upon the implosion of the primary shell, and an outer critical stand-off distance beyond which the secondary shell does not implode. A critical stand-off distance is found to exist only in the case of the 10% smaller secondary shell length. If the secondary shell stand-off distance is more than the outer critical distance or when length of the secondary shell is 20% smaller, the secondary shell responds with bending and breathing modes and no visible damage is recorded. When the stand-off distance is in between the inner and the outer critical distances, the relative orientation of the incipient modal shapes of the two shells is the factor governing the collapse of the secondary shell. A method is also developed to decouple full-field 3D-DIC measurements into bending and breathing deformation measurements.
机译:进行实验研究,以研究圆柱形复合壳在近临界静压压力下的动态水下响应,靠近另一个壳体的爆炸。初级圆柱形复合壳在邻近邻近的次壳附近,除了具有较小长度的次级壳体之外的所有方面相似。选择10%和20%的长度差异来模拟在操作使用过程中从现实生活制造缺陷和/或降级中发生壳体中发生的塌陷压力的变化。除了研究流体结构相互作用(FSI)现象之外,还研究了二次壳的响应以了解其崩溃之外的折叠。使用适用于3D数字图像相关(DIC)的大压力容器进行水下静液载荷。 3D-DIC用于获得壳体的全场位移测量,也同时记录局部动态压力历史。主shell首先始终引起辅助壳体上的动态加载。在二次壳体的爆炸的情况下,尽管在模式2中发生瞬态径向变形,但是故障本身发生壳壁的局部故障。观察到次壳的内部临界脱扣距离在主壳的内部灌注时失效,以及超出次级壳体不妨碍的外部临界脱扣距离。发现临界脱扣距离仅存在于10%较小的次壳长度的情况下。如果二次壳脱扣距离大于外临界距离,或者次级壳的长度较小时,次级壳响应弯曲和呼吸模式,并且没有记录可见的损坏。当脱扣距离在内部和外部临界距离之间时,两个壳体的初始模态形状的相对取向是控制次级壳体崩溃的因素。还开发了一种方法以将全场3D-DIC测量分离为弯曲和呼吸变形测量。

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