排序方式: 共有74条查询结果,搜索用时 31 毫秒
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Odd M. Faltinsen Jan Kvålsvold Jan V. Aarsnes 《Journal of Marine Science and Technology》1997,2(2):87-100
The objective is to find slamming-induced local stresses in the steel or aluminum wetdeck of a multihull vessel. This is studied
theoretically by representing the wetdeck as a beam model and accounting for dynamic hydroelastic effects. Two numerical methods
are used, one being a simplified asymptotic solution. Satisfactory agreement between the two methods is reported. Experimental
drop tests of horizontal elastic plates of steel and aluminum are also reported, and the results from the experiments agree
well with the numerical computations. This study reveals, both numerically and experimentally, that slamming-induced local
stresses are strongly influenced by dynamic hydroelastic effects. The maximum bending stresses are insensitive to where waves
hit, the curvature of the waves, and maximum pressures. Measured maximum pressures are very sensitive to external conditions,
and cannot be used as a measure of maximum local bending stresses. A simple procedure for local design stresses due to wetdeck
slamming is outlined. 相似文献
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渤海湾13000t级大型客滚船首部砰击安全性探讨 总被引:1,自引:0,他引:1
在对渤海湾13000t级大型客滚船的船型设计特征进行分析的基础上,运用船模砰击压力测试结果,得出砰击发生在首部舷侧区域的结论。最后采用实船统计衡准评估和砰击强度分析评估2种方法对首部砰击的安全性进行了探讨。 相似文献
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半潜式平台在拖行过程撑杆等细长结构承受的波浪砰击对结构安全影响较大,相关船级社规范中明确要求结构分析过程中需要考虑波浪砰击载荷。基于传统势流理论的数值方法已经被广泛的应用于浮式海洋平台的水动力和砰击载荷的研究,但是对于复杂的粘性干涉效应、波浪爬升、波浪破碎和波浪砰击等实际工程问题不能够运用势流理论准确模拟。非定常的计算流体力学CFD (Computational Fluid Dynamics)方法能够较为准确解决上述问题。因此,本文以982半潜式海洋平台为研究对象,采用计算流体力学中的动态重叠网格方法和流域体积域方法VOF(volume of fluid),结合水池物理模型试验结果,对平台在拖行工况下撑杆的波浪砰击进行研究。主要对半潜平台撑杆在三种不同流速和风速的拖航工况下撑杆受到的砰击压力的敏感性进行了分析研究,分析波浪砰击下撑杆的瞬态砰击压强分布情况,得到波浪砰击压力危险区域,同时给出拖航工况下撑杆砰击压力系数的变化规律,为分析预报半潜式平台撑杆在复杂的拖航海况下受到的砰击压力提供了参考。 相似文献
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基于海浪波面的随机特性,研究船舶底部砰击压力的计算方法.分析纵向入水角对船底砰击压力量值的影响程度,建立二者之间的定量关系.在预报船舶砰击压力时引入随机海浪的波面条件,计及船舶运动和海浪波面倾角因素对砰击压力的影响.采用蒙特卡罗数值模拟法对砰击压力的统计规律进行研究,结果表明:计及纵向入水角的船底砰击压力计算方法.更加... 相似文献
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Odd M. Faltinsen 《Journal of Marine Science and Technology》2000,5(2):49-65
An overview of the many water-impact (slamming) problems in ship and ocean engineering is given. Theoretical and experimental
drop tests of horizontal and nearly horizontal elastic plates are reviewed. It is shown that maximum pressure cannot be used
to estimate maximum slamming-induced stresses when maximum pressure is large, because dynamic hydroelastic effects then become
important. Further, the significance of hydroelasticity increases with decreasing dead-rise angle, increasing impact velocity,
and increasing the value of the highest local natural period of the structure. It is emphasized that the slamming problem
must be hydrodynamically studied from a structural point of view. Comparisons between theory and full-scale measurements of
slamming-induced local strains in the wet-deck of a catamaran are presented. The importance of the rigid body vertical accelerations
and the influence of the side-hulls on the impact velocity are pointed out.
Received: October 4, 2000 相似文献