Drained instability analysis of sand under biaxial loading using a 3D material model     

《Computers and Geotechnics》2016

The diffused and localized instabilities in sand under drained biaxial loading have been analyzed here following a plane strain bifurcation framework, where the rate independent material is defined using a generalized 3D non-associative constitutive model. This study is focused on how various instability modes emerge with respect to initial density, confining pressure, and the applied boundary conditions. Results from large deformation framework have been compared with those from small deformation approximation and the later is noticed to fail in capturing the emergence of diffused modes and predicts delayed onset of localization. The theoretical predictions compares well with existing experimental observations.  相似文献   

The role of non‐coaxiality in the simulation of strain localization based on classical and Cosserat continua          下载免费PDF全文

J. Chang  X. Chu  Y. Xu 《国际地质力学数值与分析法杂志》2017,41(3):382-399

It is normally accepted that materials inside the shear band undergo severe rotation of the principal stress direction, which causes non‐coaxiality between the principal stress and principal plastic strain rate. However, classical plasticity flow theory implicitly assumes that the principal stress and the principal plastic strain rate are coaxial; thus, it may not correctly predict the onset of the shear band. In addition, classical continuum does not contain any internal length scales; as a result, it cannot provide a reasonable shear band thickness. In this study, the original vertex non‐coaxial plastic model based on the classical continuum is extended to the Cosserat continuum. The corresponding codes are implemented via the interface of the user defined element subroutine in ABAQUS. Through a simple shear test, the effectiveness of the user's codes is verified. Through a uniaxial compression test, the influence of non‐coaxiality on the onset, the orientation, and the thickness of the shear band is investigated. Results show that the onset of the shear localization is delayed, and the thickness of the shear band is widened when the non‐coaxial degree increases, while the orientation of the shear band is little affected by the non‐coaxial degree. In addition, it is found that the non‐coaxiality can weaken the micro‐polar effect to some extent; nonetheless, the Cosserat non‐coaxial model still has its advantage over the classical non‐coaxial model in capturing the pre‐bifurcation as well as the post‐bifurcation behaviors of strain localization. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

A stabilized Smoothed Particle Hydrodynamics,Taylor–Galerkin algorithm for soil dynamics problems     

T. Blanc  M. Pastor 《国际地质力学数值与分析法杂志》2013,37(1):1-30

Modelling of failure under dynamic conditions in geomaterials with finite elements presents a series of complex problems, among which we can mention those of (i) volumetric locking, which results on higher failure loads, (ii) influence of mesh alignment, resulting to unrealistic failure surfaces, (iii) diffusion of the shear band over some element widths, (iv) nonoptimal propagation properties (numerical diffusion and dispersion), (v) fulfilling Babuska–Brezzi conditions when using the same order of interpolation for displacement and pressures in coupled problems and (vi) large deformation analysis. This paper is based on previous work done by the authors, who developed a mixed approximation based on (i) casting the dynamic problem in the form of a system of first order PDEs and (ii) using stresses and velocities as nodal variables. The equations were discretized following a Taylor–Galerkin algorithm, first in time using a Taylor expansion and then in space using Galerkin method. The model was limited to small deformations. The purpose of this paper is to show how Taylor–Galerkin method can be extended to meshless formulations, such as the SPH method. The algorithm consists of (i) discretizing in time using a Taylor series expansion complemented with integration of source terms using a Runge–Kutta scheme and then (ii) discretizing in space using the SPH method. It is shown how the proposed method keeps the advantages of the Taylor–Galerkin method in Finite Elements (good propagation properties and capturing of shear bands) and avoids the tensile instability. A set of test problems ranging from elastic propagation of a wave in a bar to failure of a slope on a cohesive softening material are used to assess the performance of the method. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Low-complexity online correction and calibration of pedestrian dead reckoning using map matching and GPS     

Fabian Hölzke  Johann-P. Wolff  Frank Golatowski  Christian Haubelt 《地球空间信息科学学报》2019,22(2):114-127

  相似文献   

板桩码头钢管桩沉桩的施工工艺及质量控制要点     

李明 《海岸工程》2008,27(3):65-71

在钢管桩沉桩施工中，控制好钢管桩的定位、标高以及贯入度，是钢管桩施工中的质量控制要点，钢管桩沉桩完成后进行接桩、截桩及钢管桩的防腐修补施工。根据钢管桩沉桩的质量控制要点，在钢管桩施工中，要做好施工测量控制，确保沉桩位置的准确以及打桩的垂直度，保证沉桩的贯入度能够满足地基承载力的要求；同时要做好船机的调配工作，保证钢管桩沉桩施工的顺利进行。  相似文献   

深海季节性环境变化对半会聚区尺度水面声定位影响分析     

张旭  李智生  邱仁贵  董楠 《海洋学报》2020,42(3):59-71

针对深海声定位受海洋环境变化影响明显、需考虑测量系统的环境适应性和宽容性设计问题，提出一种评估海水环境变化对定位性能影响的仿真分析方法，将声场计算、误差传播与交会解算联合建模，以西太平洋中纬度海域夏季和冬季环境为代表性场景讨论了季节性环境变化对定位性能的影响方式和影响程度。仿真结果表明，当接收器位于海洋近表层时，在夏季和冬季呈现出两种不同的声信道样式，夏季季节性温跃层影响下的定位精度较差，冬季表面波导影响下的定位精度相对较好，两者均方根误差(RMSE)相差超过50 m；当接收器位于海洋中上层时，直达波有效作用范围的季节性变化引起定位性能差异，冬季定位精度优于夏季，两者RMSE相差15～20 m；当接收器位于海洋近底层时，利用可靠声路径定位精度较高，定位性能季节性变化不明显。研究认为，海水的季节性环境变化能够改变半会聚区尺度水面声定位的声信道特性以及到达声信息、误差传播、交会求解等测量因素，进而对接收深度位于海洋上层的声定位性能产生明显影响。  相似文献   

国产深海准实时传输潜标系统设计   总被引：2，自引：2，他引：0  

于非  陈永华  周春  张孝薇  邓锴  韩云峰  刘岩松  刘庆奎  王蓓  胡贺岗  姜静波  倪佐涛  姜斌  李晓龙 《海洋科学》2020,44(7):194-200

基于海洋环境安全保障、海洋环境预报和海洋科学研究的需要，开展国产深海准实时传输潜标系统的设计，重点进行锚泊系统水动力分析、观测设备工作同步性、准实时通讯系统安全可靠和系统低功耗等整体技术设计；开展轻型感应耦合传输缆制作、大深度感应耦合传输和智能收放通讯等数据实时通讯技术的研究；进行适用于准实时传输潜标系统的多种类国产设备的稳定性和可靠性优化、规模化集成和系统化的应用示范，形成半潜升降式准实时通讯潜标与浮子式准实时通讯潜标各1套。所设计的准实时传输潜标系统集成了1台抗污染CTD、19台感应耦合CTD、8台感应耦合T、4台感应耦合传输的ADCP、2台单点海流计和6台感应耦合数据传输仪，并配有2套声学释放器；潜标系统本体设计含有3个水下流线型浮体、1套通讯浮子、1套准实时卫星通讯装置（半潜式水下绞车或海面浮子）和1套锚泊缆系，可实现深达2 000 mm的剖面温盐深和海流等海洋要素的高频率、多要素、多层次的长期连续观测和数据准实时传输，以便对科学问题解决和海洋环境安全保障等提供及时的数据支撑。  相似文献   

全球化下的“生产消费者”——分布式生产系统研究评述     

童昕  蔡一帆 《地理科学进展》2019,38(10):1490-1500

经济全球化背景下,日益精细的劳动分工和跨地域生产协作带来生产片段化和地方专业化集聚。这种生产模式加剧了生产与消费的割裂,并将消费主义作为驱动生产不断扩大的途径。近年来,基于智能电网、可再生能源、3D打印等新兴技术的应用,生产与消费活动紧密联系的分布式生产模式受到可持续发展领域的关注,其中分布式可再生能源的利用和推广成为最主要的驱动力。论文以“生产消费者(Prosumer)”这一概念为切入点,从地理条件、技术基础、市场协作关系和可持续性表现4个方面,探讨分布式生产系统中生产与消费关系的重构。结论指出：以分布式生产为特征的“产消一体”生产模式并非是一种全球化脱钩策略,而是在开放条件下,生产与消费更紧密联系的地方化过程,这种生产模式转型有可能为更多样化的可持续发展实践开辟空间,值得进一步开展以行动为导向的扎根研究和区域比较分析。  相似文献   

含单负特异材料一维无序扰动周期结构中的光子局域特性研究     

刘冬梅  韩鹏 《海洋学报》2010,32(10):7066-7072

采用传输矩阵法研究了电磁波在由单负特异材料组成的一维无序扰动周期结构中的Anderson局域(Anderson Localization)行为,分别讨论了色散和非色散两种模型.结果发现,在对应周期结构的通带位置,无序的引入对局域长度的影响较大,而在带隙位置,影响较小,几乎可以忽略.该性质与我们曾讨论的随机结构有较明显不同.导致这种局域性质的主要原因应为,光在单负材料组成的系统中的传输主要依赖于两种单负材料间的界面.在无序扰动结构中,该界面数相对于周期结构并没有减少,因此对光的传输性质影响较小;而随机结构中  相似文献   

Spectral analysis of nonlocal regularization in two‐dimensional finite element models     

Xilin Lu  Jean‐Pierre Bardet  Maosong Huang 《国际地质力学数值与分析法杂志》2012,36(2):219-235

Strain‐softening in geomaterials often leads to ill‐posed boundary‐valued problems (BVP), which cannot be solved with finite element methods without introducing some kind of regularization such as nonlocal plasticity. Hereafter we propose to apply spectral analysis for testing the performance of nonlocal plasticity in regularizing ill‐posed BVP and producing mesh‐independent solutions when local plasticity usually fails. The spectral analysis consists of examining the eigenvalues and eigenvectors of the global tangential stiffness matrix of the incremental equilibrium equations. Based on spectral analysis, we propose a criterion for passing or failing the test of constitutive regularization in the context of BVP. If the eigenvalues of the tangential operator are all positive then the regularization succeeds, otherwise it fails and may not prevent artificial mesh‐dependent solutions from appearing. The approach is illustrated in the particular case of a biaxial compression with strain‐softening plasticity. In this particular case, local softening plasticity is found to produce negative eigenvalues in the tangential stiffness matrix, which indicates ill‐posed BVP. In contrast, nonlocal softening plasticity always produces positive eigenvalues, which regularizes ill‐posed BVP. The dominant eigenvectors, which generate localized deformation patterns, have a bandwidth independent of mesh size, provided that the mesh is fine enough to capture localization. These mesh‐independent eigenmodes explain why nonlocal plasticity produces numerical solutions that are mesh‐independent. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献