首页> 外文会议>ASME international conference on ocean, offshore and arctic engineering >ON THE DYNAMIC COLLAPSE OF CYLINDRICAL SHELLS UNDER COMBINED HYDROSTATIC AND IMPULSIVE PRESSURE LOADINGS
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ON THE DYNAMIC COLLAPSE OF CYLINDRICAL SHELLS UNDER COMBINED HYDROSTATIC AND IMPULSIVE PRESSURE LOADINGS

机译:静压和脉冲压力载荷作用下圆柱壳的动力倒塌研究

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The dynamic collapse of submerged cylindrical shells subjected to lateral impulsive pressure loads caused by underwater explosions is studied via coupled experimental and numerical work. Aluminum tubes with 50.6mm outside diameter and diameter-to-thickness ratio of 32 were tested in a 5m x 5m x 1.6mdeep water tank under various explosive charges placed at different distances. Explosive charges and standoff distances were combined so as to eventually cause collapse of the specimens. Subsequently, the parent problem of the dynamic collapse of such structures under hydrostatic pressure is also investigated to determine the collapse and propagation pressures. Additional experiments were then conducted combining hydrostatic pressure and impulsive pressure loads. In these cases, hydrostatic pressure was applied quasi-statically and kept nearly constant. Subsequently, an explosive charge was detonated inside the pressure vessel. Dynamic pressure sensors were placed in various locations in the water around the tube in order to monitor the pressure wave propagation. In both sets of experiments, dynamic pressure and strain measurements were recorded using a fit-for-purpose data acquisition system with sampling rates of up to 1 mega samples/sec per channel. The characteristics of the pressure pulses and the charges necessary to collapse the pipe under different hydrostatic pressure levels were then compared. In parallel, finite element models were developed using commercially available software to simulate underwater explosion, the pressure wave propagation, its interaction with a cylindrical shell and the subsequent onset of dynamic collapse. The surrounding fluid was modeled as an acoustic medium, the shells as J_2 flow theory based materials with isotropic hardening, and proper fluid-structure interaction elements accounting for relatively small displacements of the boundary between fluid and structure were used. Finally, the physical experiments were numerically reproduced with good correlation between results.
机译:通过耦合的实验和数值研究,研究了水下爆炸作用下承受横向冲击压力载荷的水下圆柱壳的动态塌陷。在5m x 5m x 1.6md深的水箱中,以不同距离放置各种炸药,测试了外径为50.6mm且直径与厚度之比为32的铝管。炸药和隔离距离相结合,最终导致标本坍塌。随后,还研究了在静水压力下这种结构的动态塌陷的主要问题,以确定塌陷和传播压力。然后结合静水压力和脉冲压力负荷进行了另外的实验。在这些情况下,静水压力是准静态施加的,几乎保持恒定。随后,炸药在压力容器内引爆。动态压力传感器被放置在管子周围水中的各个位置,以监测压力波的传播。在这两组实验中,使用适合目的的数据采集系统记录动态压力和应变测量值,每个通道的采样率高达1兆样本/秒。然后比较了压力脉冲的特性以及在不同的静水压力水平下使管道塌陷所需的充气量。同时,使用市售软件开发了有限元模型,以模拟水下爆炸,压力波传播,其与圆柱壳的相互作用以及随后的动态塌陷。将周围流体建模为声学介质,将壳用作具有各向同性硬化作用的基于J_2流动理论的材料,并使用了适当的流体-结构相互作用元素,以解释流体与结构之间的边界相对较小的位移。最后,数值模拟了物理实验,结果之间具有良好的相关性。

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