滇东北蒋家沟粘性泥石流堆积地貌     

田连权 《山地学报》1991,(3)

据成因,把泥石流堆积地貌分为自然堆积地貌和人为堆积地貌。据堆积过程,把自然泥石流堆积地貌分为古泥石流台地、老泥石流台地和近代泥石流长柄扇。据建筑物引起的堆积形态,把人为堆积地貌分为泥石流堆积扇(锥)、回淤泥砾滩、侧积泥砾堤和堰塞洼地。  相似文献   

3-D numerical models of viscous flow applied to fold nappes and the Rawil depression in the Helvetic nappe system (western Switzerland)     

《Journal of Structural Geology》2016

The Helvetic nappe system exhibits three-dimensional (3-D) features such as the lateral variation in geometry between the Morcles and Doldenhorn fold nappes or the Rawil depression. We perform 3-D finite element simulations of linear and power-law viscous flow to investigate fold nappe formation during shortening of a half graben with laterally varying thickness. 3-D ellipsoids and corresponding 2-D intersection ellipses are used to quantify finite strain. Fold nappes which formed above a thicker graben have (i) larger amplitudes, (ii) a less sheared and thinned overturned limb, and (iii) a larger thickness than fold nappes formed above a thinner graben. These results agree with observations for the Morcles and Doldenhorn nappes. We also perform 3-D simulations for a tectonic scenario suggested for the evolution of the Rawil depression. The basement is shortened and extended laterally and includes a graben which is oblique to the shortening direction and acts as mechanical weak zone. The graben causes laterally varying basement uplift generating a depression whose amplitude depends on the graben orientation and the stress exponent of basement and sediments. The axial plunge of the depression is smaller (approximately 10°) than the observed plunge (approximately 30°) indicating that additional processes are required to explain the geometry of the Rawil depression.  相似文献   

Simulation for the propulsion of a micro-hydro robot with an unstructured grid     

M.C. Kim  H.K. Kang  H.H. Chun  H.J. Choi  H.J. Kim 《Ocean Engineering》2008,35(8-9):912-919

The flow mechanism of contractive and dilative motion was numerically investigated to obtain a propulsive force in a highly viscous fluid. The computing program for the analysis of complicated motions was numerically developed with a cell-centered, unstructured grid scheme. The developed program was validated by the well-known equation of an oscillating plane below viscous fluid for an unsteady problem, which is known as Stokes’ second problem. Validation has continued through comparison with the experimental results.In this case, sinusoidal motion was applied to the validation, instead of trochoidal motion, because it was very difficult to actually simulate trochoidal motion in this experiment. Finally, the validation and comparison with the nodal-point scheme was accomplished by Stokes’ problem, which is the famous problem at a low Reynolds number. The validated code was applied to contractive and dilative motion in a narrow tube, whose motion was embodied by trochoidal movement. In a highly viscous fluid, such as a very sticky honey or a swamp, the computed results show that a viscous force can be used for propulsion instead of a dynamic force.From the present results, it was found that a propulsive force can be obtained by contractive and dilative motion at a low Reynolds number, which can be applied to the propulsion of micro-robots in a highly viscous fluid such as a blood vessel or a swamp. This research could also be considered fundamental research for the propulsion of micro-hydro robots, which are expected to be actively studied in the future in accord with further development of nanotechnology.  相似文献   

An assessment of the domain reduction method as an advanced boundary condition and some pitfalls in the use of conventional absorbing boundaries     

Stavroula Kontoe  Lidija Zdravkovic  David M. Potts 《国际地质力学数值与分析法杂志》2009,33(3):309-330

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海冰动力学的混合拉格朗日-欧拉数值方法   总被引：2，自引：1，他引：1       下载免费PDF全文

李海  季顺迎  沈洪道  王瑞学  岳前进 《海洋学报》2008,30(2):1-11

综合考虑欧拉坐标下有限差分法(FDM)在海冰动力学计算中的效率,以及拉格朗日坐标下光滑质点流体动力学方法(SPH)对海冰流变行为的精确模拟,本文发展了一种海冰动力学的混合拉格朗日-欧拉(HLE)数值方法。该方法首先在拉格朗日坐标下将海冰离散为若干个具有厚度、密集度的海冰质点,并由这些海冰质点通过Gauss函数对欧拉网格上的海冰参量进行积分插值;然后,在欧拉坐标下对海冰动量方程进行差分计算以确定各网格节点的海冰速度,并由此采用Gauss函数积分插值出拉格朗日坐标下各海冰质点的速度分布;最后,通过对海冰质点运动和分布的计算,确定出各海冰质点的位置、厚度和密集度等参量。采用该HLE方法对规则区域内的海冰堆积过程和涡动风场作用下的海冰动力演化趋势进行了数值试验;最后,采用该HLE方法对渤海海冰的动力过程进行了72h数值模拟,其计算结果与卫星遥感图像和现场观测资料吻合较好。以上计算结果均表明该HLE方法在海冰动力学数值模拟中具有较高的计算效率和模拟精度,可用于海冰动力过程的数值模拟。  相似文献   

以能量方程表述振动理论     

沈冰 《成都信息工程学院学报》2006,21(4):593-597

采用能量守恒和转化来表述振动理论，也就是在表述振动时，不是把注意力放在振子机构各种力的作用上，而是把注意力放在振子与环境间能量形式的提供和转化上。循此思路，结合自由谐振动，作了一些具体阐述，并应用在受迫振动和阻尼振动上。  相似文献   

成昆铁路北段粘性泥石流浆体流变参数的时间效应     

赵惠林 《山地学报》1990,(2)

对成昆铁路北段一些粘性泥石流浆体所作的剪切试验结果表明,流变参数[含:表观粘度η和屈服应力(极限静切力)τ]随时间推移而变化。粘性泥石流浆体的流变参数具有时间依赖效应,随剪切时间推移而递增。粘性泥石流浆体呈现出反触变性的流变行为,随时间推移而变稠,就此越发变得不易流动。  相似文献   

Semi‐explicit rate‐dependent modeling of damage‐avoidance steel connections using HF2V damping devices     

Geoffrey W. Rodgers  J. Geoffrey Chase 《地震工程与结构动力学》2011,40(9):977-992

A rate‐dependent modeling technique is developed for moment resisting steel connections that utilize non‐linear viscous dampers. First, a model of the Maxwell‐type is developed that considers the non‐linear viscous damper and connection flexibility for translational motion. This model is compared with experimental results at several input motion frequencies to validate the results. The model is then extended to represent an exterior steel beam‐to‐column connection using damage‐avoidance design and non‐linear viscous dampers. By including terms to represent structural member and connection flexibility, using appropriate geometric transformations the model can be formulated to give the overall lateral load‐drift structural performance. Validation analysis shows good agreement between experimental observations and the model predictions. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

巨子型有控结构体系中黏滞阻尼器参数研究   总被引：2，自引：0，他引：2  

李涛  张洵安 《地震工程与工程振动》2011,31(4):71-76

巨子型有控结构体系(Mega-sub Controlled Structure System,即MSCSS)是一种新型的超高层建筑结构体系.本文针对MSCSS的构造特点,提出一种安装黏滞阻尼器的新的布置方案,通过研究该布置方案中取不同黏滞阻尼器参数时巨子型有控结构体系在罕遇地震作用下的动力响应,提出了与该结构体系动力特...  相似文献   

基于复阻尼模型的连续刚构桥地震响应分析     

李鹏  段启伟 《地震工程与工程振动》2013,33(4):95-99

为了研究复阻尼模型下连续刚构桥的地震响应,文章讨论了利用复阻尼模型求解连续刚构桥地震响应的方法,并按相同的阻尼比,分别采用复阻尼模型和黏性阻尼模型计算了后渚连续刚构桥在不同地震动作用下的响应,将计算结果进行对比,分析了两种不同的阻尼模型对地震响应影响的差别。结果表明,采用不同类型的阻尼对地震响应影响很大,以复阻尼计算出的响应幅值作为设计值,更加偏于安全,对于保证桥梁结构的抗震安全更可靠。  相似文献