Dynamic Plastic Response of Circular Plates Resting on Fluid with Finite Deformation     

Wang Gang  Li Zhen  Chen Tieyun Ph. D.  Marine Design  Research Institute of China  Shanghai Engineer  Marine Design  Research Institute of China  Shanghai Professor  Dept. of Naval Architecture  Ocean Engineering  Shanghai Jiao Tong University  Shanghai 《中国海洋工程》1998,(1)

This paper concerns the dynamic plastic response of a circular plate resting on fluid subjectedto a uniformly distributed rectangular load pulse with finite deformation.It is assumed that the fluid isincompressible and inviscous,and the plate is made of rigid-plastic material and simply supported along itsedge.By using the method of the Hankel integral transformation,the nonuniform fluid resistance is de-rived as the plate and the fluid is coupled.Finally,an analytic solution for a circular plate under a mediumload is obtained according to the equations of motion of the plate with finite deformation.  相似文献   

Combined Bearing Capacity of Spudcans on a Double Layer Deposit of Strong-Over-Weak Clays     

YIN Qilin  DONG Sheng 《中国海洋大学学报(英文版)》2019,(1):133-143

An extreme sea storm process can lead to a jack-up rig under the combined loading condition of vertical load(V), horizontal load(H), and moment(M) to have stability problems. This paper presents the analysis of combined bearing capacities of a circular spudcan on layered clays with a strong layer overlying a comparatively weaker layer. Numerical models combined with displacement-based load tests, swipe tests, and constant ratio displacement probe tests are adopted to calculate the uniaxial bearing capacities, failure envelopes in combined V-H, V-M planes, and failure envelopes in a combined V-H-M load space, respectively. A parametric study on the effects of vertical load level V, the layer strength ratio s_u,t/s_u,b, and the hard layer thickness t_1 on the bearing capacities is then performed. Results show that the vertical load level is a key factor that influences the values of H and M and the size of the H-M failure envelope. The existence of the underlying weak clay decreases the bearing capacities in all directions, and the vertical capacity Vult is affected more than the horizontal(H_ult) and moment(M_ult) capacities based on a single uniform deposit. The influence of the underlying weak clay on H-M failure envelope is mainly shown where H and M are coupled in the same direction. In contrast, little difference is observed when H and M are coupled in opposite directions.  相似文献   

双层环境中圆桩柱对斜坡异重流动力特性影响的试验研究     

叶漪琦  韩东睿  林颖典 《海洋工程》2023,41(3):65-73

利用开闸式异重流水槽试验,结合高速相机和粒子图像测速技术,量化不同强度双层环境中圆桩柱对斜坡异重流传播模式、速度与涡度场、波流作用等宏微观特性的影响。试验结果表明：在低理查森数Ri_ρ环境中,圆桩柱的存在抑制了异重流混合层厚度的增加,但延展了其在流向的长度;在高理查森数Ri_ρ环境中,圆桩柱打破了侵入流在密度跃层处对称的传播模式,并促进了异重流与环境流体的剪切过程。当内波弗劳德数Fr> 1时,产生锁定波,异重流头部出现强漩涡,在密度跃层产生有利压力梯度使内波尺寸增大;当内波弗劳德数Fr <1时,振荡产生发射波,波谷与异重流头部相互作用而使波形变平整;当内波弗劳德数Fr≈1时,锁定波和发射波并存。在低理查森数Ri_ρ环境中,圆桩柱的存在导致波流耦合作用减弱,而在高理查森数Ri_ρ环境,波流耦合作用反而增强。  相似文献   

Analytical method for analysis of slope stability     

Jinggang Cao  Musharraf M. Zaman 《国际地质力学数值与分析法杂志》1999,23(5):439-449

An analytical method is presented for analysis of slope stability involving cohesive and non-cohesive soils. Earthquake effects are considered in an approximate manner in terms of seismic coefficient-dependent forces. Two kinds of failure surfaces are considered in this study: a planar failure surface, and a circular failure surface. The proposed method can be viewed as an extension of the method of slices, but it provides a more accurate treatment of the forces because they are represented in an integral form. The factor of safety is obtained by using the minimization technique rather than by a trial and error approach used commonly. The factors of safety obtained by the analytical method are found to be in good agreement with those determined by the local minimum factor-of-safety, Bishop's, and the method of slices. The proposed method is straightforward, easy to use, and less time-consuming in locating the most critical slip surface and calculating the minimum factor of safety for a given slope. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

水平圆柱强迫振荡水动力特性的数值模拟          下载免费PDF全文

毛鸿飞  袁剑平  庞建华  贾宝柱 《水科学进展》2020,31(2):278-286

为了研究处于自由面以下完全淹没状态的水平圆柱在强迫振荡运动时的水动力特性,采用基于黏性流理论建立的二维两相流数值波浪水槽模型,对不同液相黏性条件下强迫振荡水平圆柱的受力进行计算,并对压力、黏性切力和圆柱运动之间的相位关系特征进行对比和分析,进而结合流场分析解释黏性影响机理。结果表明:黏性切力和涡旋压力对流体作用力的贡献差别是导致不同流体黏性下流体作用力结果差异的主要原因;涡旋运动相对圆柱振荡运动的滞后性受流体黏性影响显著,导致不同流体黏性下压力之间有相位差;流体水质点相对于圆柱的滞后运动在大黏性流体中更为显著,这导致了其黏性切力的相位超前现象。  相似文献   

随机HOUGH变换在圆水准器检测中的应用   总被引：1，自引：0，他引：1  

何平安  邱士忠  唐小莉 《地理空间信息》2006,4(4):71-73

提出了一种基于CCD图像测量的检测方法,该方法将被检圆水准器置于可微倾的工作台上,通过CCD图像系统获取圆水准器的数字图像,并采用随机Hough变换分别提取圆水准器的指标圆和水泡的圆心位置变化量,从而实时检测圆水准器的格值和灵敏度信息。  相似文献   

基于虚拟仪器的水下目标二维角估计          下载免费PDF全文

刘伟  王昌明  张自嘉  包建东 《海洋测绘》2008,28(1):49-51

利用LabVIEW软件,通过8通道数据采集卡和均匀圆阵对水下目标的噪声进行采集和处理。结合一维直线阵波束形成理论,实现了对水下目标二维方向角估计实验研究和算法验证。实验证明利用虚拟仪器方便地实现了对水声信号的采集、处理,以及在方位估计时,为传感器布阵和算法的确定提供参考。  相似文献   

射线法判断点与包含简单曲线多边形关系的完善   总被引：2，自引：0，他引：2  

江平  刘民士 《测绘科学》2009,34(5)

点与多边形关系的判断问题一直是计算机图形学中的基本问题之一,目前判断点与多边形关系的射线法只考虑多边形边界全部由直线组成,而在实际应用中,多边形边界经常包含简单曲线。本文以圆弧为例,在分析已有射线法基础上,提出对射线法的完善算法,解决了点与包含圆弧的复杂多边形关系的正确判定。  相似文献   

近景摄影测量圆形标志与其椭圆构像的中心偏差估计     

谭燕  邹峥嵘 《测绘科学》2009,34(6)

圆形标志已广泛应用于近景摄影测量,但由于影像平面与目标平面不能完全平行,所以圆形标志的数字影像一般为椭圆。如果圆形标志点较大,以至于圆形标志中心与其椭圆构像中心的偏差不可忽略。故本文从摄影测量共线条件方程式出发,采用一种基于最小二乘的椭圆拟合算法,推导出偏差计算公式,本文的真正目的在于分析偏差分布规律及偏差间的关系,尽可能降低偏差的影响。  相似文献   

近壁圆柱绕流水动力特性数值模拟与实验研究   总被引：3，自引：0，他引：3  

王国兴  孙万卿 《海洋工程》2010,28(1)

通过数值模拟和物理模型实验,对距壁面一定高度的圆柱绕流水动力特性进行了研究。数值模拟采用有限体积法对标准k-ε模式方程进行离散,采用SIMPLE算法进行求解,模拟绕流流场。在物理模型实验中,将PVC圆管制作的实验模型安放在水槽内,在圆管的跨中沿表面周向均匀布置水下压力传感器,用于测量绕流圆柱体表面动水压力分布。通过改变Re数和间隙比来分析它们对近壁圆柱绕流水动力特性的影响。基于数值流动显示技术,给出了近壁绕流流场的尾流流态分析。通过数值结果与实验结果的对比,对近壁绕流圆柱体的升力系数及其表面动水压力分布进行了研究,对比结果显示了较好的一致性。  相似文献