Collapse loads for rectangular foundations by three-dimensional upper bound limit analysis using radial point interpolation method     

Debasis Mohapatra  Jyant Kumar 《国际地质力学数值与分析法杂志》2019,43(2):641-660

A three-dimensional kinematic limit analysis approach based on the radial point interpolation method (RPIM) has been used to compute collapse loads for rectangular foundations. The analysis is based on the Mohr-Coulomb yield criterion and the associated flow rule. It is understood that the internal plastic power dissipation function and flow rule constraints can be expressed entirely in terms of plastic strain rates without involving stresses. The optimization problem has been solved on basis of the semidefinite programming (SDP) by using highly efficient primal-dual interior point solver MOSEK in MATLAB. The results have been presented in terms of the variation of the shape factors with changes in the aspect ratio (L/B) of the footing for different values of soil internal friction angle (ϕ). Computations have revealed that the shape factors, s_c and s_q, due to effects of cohesion and surcharge increase continuously with (1) decrease in L/B and (2) increase in ϕ. On the other hand, the shape factor s_γ, due to the effect of soil unit weight, increases very marginally with an increase in L/B up to (1) ϕ = 25° for a rough footing and (2) ϕ = 35° for a smooth footing. Thereafter, for greater values of ϕ, the variation of s_γ with L/B has been found to be quite similar to that of the factors s_c and s_q. The variations of (1) nodal velocity patterns, (2) plastic power dissipation, and (3) maximum plastic shear strain rates have also been examined to interpret the associated failure mechanism.  相似文献   

天津一次局地大暴雨中尺度对流系统组织化特征与成因     

卢焕珍  张楠  刘一玮 《湖北气象》2015,34(1)

应用常规观测资料与地面加密自动站、卫星云图、多普勒雷达等多种非常规观测资料以及雷达变分同化分析系统(VDRAS)分析场资料,对2013年7月1日天津南部大暴雨中尺度对流系统的结构、演变特征及其成因进行了分析。结果表明:(1)大暴雨发生在副热带高压边缘暖湿气流、低空700—850 h Pa暖性切变线、高低空急流有利配置的背景下,属暖区暴雨。(2)大暴雨由若干β中尺度对流云团合并加强后的α中尺度对流云团造成,对应雷达,强降雨是由西南方向不断移入天津南部的γ中尺度对流单体发展加强,并先后组织成若干东—西向带状β中尺度对流系统先东北后偏东方向移动造成的,在大港南部有列车效应,具有典型的热带型降水回波特征。(3)逆风区的出现、中空急流向低层伸展,低空急流、超低空急流先后形成并加强,是降水强度加强的重要原因。(4)地面中尺度切变线的维持、加强和中尺度低压倒槽东移、发展、入海加强为中尺度气旋,是先后造成对流单体发展加强并组织成带状中尺度对流系统的两个中尺度系统。(5)近地层中尺度切变线是地面中尺度切变线形成的原因,对流单体前侧的偏南冷性水平出流的叠加,一方面增强了沿切变线的辐合,一方面也加大了低层的水汽输送;带状对流系统后侧的偏北冷性水平出流与东南气流形成的中尺度切变线是地面中尺度气旋形成的原因。  相似文献   

副热带东南太平洋海温对东北夏季降水的影响及可能机制   总被引：1，自引：0，他引：1  

高晶  高辉 《大气科学》2015,39(5):967-977

诊断分析表明,前期副热带东南太平洋海温尤其是前春海温与东北夏季降水存在持续稳定的负相关关系。无论是在年际时间尺度还是年代际尺度上,冬、春、夏季海温演变趋势与降水均呈反位相。尺度分离结果显示,关键区海温与降水的显著负相关主要依赖于其年代际分量,但年际分量也起到较重要贡献。相关分析和合成分析结果都发现,当副热带东南太平洋海温偏低时,其上空可激发出反气旋式距平风场,而在关键区海域西北部激发出气旋式距平环流。同时在所罗门群岛和菲律宾南部分别出现反气旋式和气旋式距平环流。西太平洋副热带高压(副高)位置较常年偏西,副高区为反气旋式距平环流。在东北地区西侧则为气旋式距平环流。在这样的环流背景下,副高西侧的南风加强了源自南海和西太平洋的暖湿气流和北方冷空气在东北地区的交汇,从而使东北夏季多雨。反之,当东南太平洋海温偏高时,其激发的气旋及反气旋距平中心和偏低年刚好相反,副高位置偏东,其西侧的南方水汽输送偏弱,同时东北冷涡也偏弱,冷暖空气汇合形成的低空辐合弱,东北降水因此偏少。这表明,副热带东南太平洋海温异常时确实能激发出一个从关键海区到东北地区的跨越南北半球的气旋-反气旋交替波列,引发北半球中高纬度大气环流异常,从而影响东北夏季降水。  相似文献   

液舱晃荡载荷计算与强度校核系统研究     

赵吉  许一敏  程成  冷文浩 《海洋工程》2015,33(5):1-9

随着薄膜型LNG运输船的需求量不断增加,晃荡载荷已成为船舶安全性研究的重要内容之一。本文结合中国船级社规范所推荐的公式,对薄膜型LNG船晃荡水平的载荷进行研究,提出载荷计算方法和流程,在MSC.patran的基础上结合二次开发语言PCL,设计了一套晃荡载荷计算与校核系统。该系统对有限元模型进行前后处理,设计了舱室识别算法来搜索晃荡载荷的作用域,实现薄膜型LNG船晃荡载荷的自动计算与施加,完成屈服强度评估。通过算例测试证明本系统自动计算结果的有效性和准确性,可以为工程设计人员大大节约工作量,大幅度提高工作效率。  相似文献   

一次中-β尺度局地大暴雨对流系统的雷达回波特征   总被引：5，自引：0，他引：5  

冯晋勤  童以长  罗小金 《气象》2008,34(10):50-59

利用新一代天气雷达产品对2006年6月18日永定一次中-β尺度大暴雨对流系统的雷达回波特征进行分析,探讨短时大暴雨的回波特征.结果表明:有利的大尺度环流、充足的水汽条件和较强的上升运动是产生强降水有利的天气背景.新一代天气雷达资料分析表明,强降水是由局地发展的对流回波加强合并产生的;中低层冷平流的入侵触发了强对流的产生,对流单体有明显的典型的液态强降水系统特征;逆风区及良好的垂直运动使对流单体发展加强,强降水区域尺度较大,与回波移向一致产生"列车效应",同时系统移动较慢,导致了强降水的持续.  相似文献   

大气环流异常对云南8月低温的影响   总被引：1，自引：0，他引：1  

鲁亚斌  寸金兆  解明恩  普贵明  严华生 《成都信息工程学院学报》2007,22(5):643-647

应用1951-2005年NCEP/NCAR月平均再分析资料与云南8月气温资料进行相关分析,发现在云南8月低温年,位势高度场的显著相关区在欧亚大陆地区具有"- -"的波列结构,显著相关区在副热带地区表现也较好;据此讨论了云南8月低温发生时的大气环流特征,得出200hPa南亚高压偏弱,500hPa欧亚大陆西风槽脊异常发展,副高偏弱是导致云南8月低温的主要原因.  相似文献   

Dynamic responses of a poroelastic half‐space from moving trains caused by vertical track irregularities     

Z. G. Cao  Y. Q. Cai  H. L. Sun  C. J. Xu 《国际地质力学数值与分析法杂志》2011,35(7):761-786

The vibrations of railway tracks on a poroelastic half‐space generated by moving trains are investigated through a vehicle–track–ground coupling model. The theoretical model incorporates a vehicle, a track, and a fully saturated poroelastic half‐space soil medium. The source of vibration excitation is divided into two components: the quasi‐static loads and the dynamic loads. The quasi‐static loads are related to the static component of the axle loads, whereas the dynamic loads are due to the dynamic wheel–rail interaction. A linear Hertizian contact spring is introduced between each wheelset and the rail to consider the dynamic loads. Biot's dynamic theory is used to characterize the poroelastic half‐space soil medium. Using the Fourier transform, the governing equations for the track–ground system are solved and the numerical results are presented for a single axle vehicle model. The different dynamic characteristics of the elastic soil medium and the saturated poroelastic medium are investigated. In addition, the different roles of the moving axle loads and the roughness‐induced dynamic loads are identified. It is concluded that the vibration level of the free field off the track predicted by the poroelastic soil medium is smaller than that predicted by the elastic soil medium for vehicle speed below the Rayleigh wave speed of the poroelastic half‐space, whereas it is larger for vehicle speed above the Rayleigh wave speed. The dynamic loads play an important role in the dynamic responses of the track–ground system. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Response of multilayered transversely isotropic medium due to axisymmetric loads          下载免费PDF全文

Pengchong Zhang  Gao Lin  Jun Liu  Wenyuan Wang 《国际地质力学数值与分析法杂志》2016,40(6):827-864

A novel procedure associated with the precise integration method (PIM) and the technique of dual vector is proposed to effectively calculate the magnitude and distribution of deformations in a homogeneous multilayered transversely isotropic medium. The planes of transverse isotropy are assumed to be parallel to the horizontal surface of the soil system. The linearly elastic medium is subjected to four types of vertically acting axisymmetric loads prescribed either at the external surface or in the interior of the soil medium. There are no limits for the thicknesses and number of soil layers to be considered. By virtue of the governing equations of motion and the constitutive equations of the transversely isotropic elastic body, and based on the Hankel integral transform and a dual vector formulation in a cylindrical coordinate system, the partial differential motion equations can be converted into first‐order ordinary differential matrix equations. Applying the approach of PIM, it is convenient to obtain the solutions of ordinary differential matrix equations for the continuously homogeneous multilayered transversely isotropic elastic soil in the transformed domain. The PIM is a highly accurate algorithm to solve the sets of first‐order ordinary differential equations, which can ensure to achieve any desired accuracy of the solutions. What is more, all calculations are based on the standard method with the corresponding algebraic operations. Computational efforts can be reduced to a great extent. Finally, numerical examples are provided to illustrate the accuracy and effectiveness of the proposed approach. Some more cases are analyzed to evaluate the influences of the elastic parameters of the transversely isotropic media on the load‐displacement responses. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

ASIA-PACIFIC WINTER LFO STRUCTURE AND LOWFREQUENCY VORTEX ACTIVITY FEATURES^*          下载免费PDF全文

He Jinhai  Xu Jianjun  Zhang Yongxin 《Acta Meteorologica Sinica》1994,8(4):431-439

Based on the winter 1984/1985 ECMWF grid point data subjected to the 30-60 day band-pass filtering and composite analysis,a study is undertaken of the LFO(low-frequency oscillation) structure in the eastern Asian westerly jet entrance and exit regions and the Asia-Pacific low-frequency vortex activity characteristics.Results show that zonal wind oscillations on both sides of the jet core are in anti-phase,in close relation to the E-W displacement of the core.Ranging in NW-SE direction is a low-frequency vortex train(LFVT) emanating from Ural via central Asia to East Asia.A low-frequency vortex of Ural origin,when reaching around 50°N,80°E,is split into two parts,one travelling eastward and the other southward,and finally they arc connected cyclonically or anticyclonically at low latitudes,forming a vigorous low frequency cyclone or anticyclone in the eastern part of China mainland,completing a full cycle of the LFVT.Further,observed in the central Pacific are a meridional LFVT and a cyclone/anticyclone couplet looping in a counterclockwise sense,giving rise to the LFVT phase shift over this region.  相似文献   

Mapping solute loadings in an area of Devon,England     

D. E. Walling  B. W. Webb 《地球表面变化过程与地形》1978,3(1):85-99

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