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Numerical analysis of the failure process of soil-rock mixtures through computed tomography and PFC3D models 被引量:19
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作者 Yang Ju Huafei Sun +2 位作者 Mingxu Xing Xiaofei Wang Jiangtao Zheng 《International Journal of Coal Science & Technology》 EI 2018年第2期126-141,共16页
Soil-rock mixture (SRM) is a unique type of geomaterial characterized by a heterogeneous composition and a complicated structure. It is intractable for the continuum-based soil and rock mechanics theories to accurat... Soil-rock mixture (SRM) is a unique type of geomaterial characterized by a heterogeneous composition and a complicated structure. It is intractable for the continuum-based soil and rock mechanics theories to accurately characterize and predict the SRM's mechanical properties. This study reports a novel numerical method incorporating microfocus computed tomography and PFC3D codes to probe the deformation and failure processes of SRM. The three-dimensional (3D) PFC models that represent the SRM's complex structures were built. By simulating the entire failure process in PFC3D, the SRM's strength, elastic modulus and crack growth were obtained. The influence of rock ratios on the SRM's strength, deformation and failure processes, as well as its internal mesoscale mechanism, were analyzed. By comparing simulation results with experimental data, it was verified that the 3D PFC models were in good agreement with SRM's real structure and the SRM's compression process, deformation and failure patterns; its intrinsic mesomechanism can be effectively analyzed based on such 3D PFC models. 展开更多
关键词 Soil-rock mixture (SRM) - PFC3d model Three-dimensional structure Microfocus computed tomography (μCT) Failure mechanism Crack growth
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Modelling of Quasi 3-D Groundwater Flow and Studying of Equivalent Drainage Boundary in Beihai Peninsula,Guangxi 被引量:2
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作者 Chen Chongxi Lin Min Li GuominChina University of Geosciences , Wuhan 430074Jiang Jianmin Ye Shanshi Wu NaidongGeology Bureau of Guangxi Autonomous Region , Naming 530023 《Journal of Earth Science》 SCIE CAS CSCD 1992年第1期109-119,共11页
This paper describes a quasi 3-D finite element model of the groundwater flow in two -aquifer system which is constructed from a sequence of aquifer flow equations coupled by leakage terms representing flow through th... This paper describes a quasi 3-D finite element model of the groundwater flow in two -aquifer system which is constructed from a sequence of aquifer flow equations coupled by leakage terms representing flow through the aquitard . It is applied to evaluate the maximum rate of groundwater resources exploited from the coastal aquifer without seawater intrusion . The main task in this model is to determine the drainage boundary of the aquifer extending under the sea . The information of the boundary can be obtained from the fluctuations of the groundwater level caused by sea-tide fluctuations . A new idea, Equivalent Drainage Boundary (EDB), is proposed and the corresponding methods , determining the EDB, are developed with tidal fluctuations data observed in boreholes . The quasi 3-D model and the methods determining EDB have been applied to the aquifer system of Beihai peninsula , Guangxi Autonomous Region of China for calculating the available groundwater resources . 展开更多
关键词 quad 3 - d model coastal aquifer Equivalent drainage Boundary available groundwater resources Beihai peninsula .
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2D Coupled 3D:A New Numerical Model for Dual - Structured - Aquifer System
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作者 Chen Chongxi Fang Shuzhen Lin Min(Faculty of Environmental Science and Geotechnique,China University of Geosciehces, Wuhan 430074) 《Journal of Earth Science》 SCIE CAS CSCD 1995年第1期114-117,共4页
This paper points out that a successful numerical simulation is to construct a correct conceptional model which is very dose to the natural condition. A new model, two dimensional coupled three dimensional model (2D -... This paper points out that a successful numerical simulation is to construct a correct conceptional model which is very dose to the natural condition. A new model, two dimensional coupled three dimensional model (2D -3D ) is presented in the Present paper,which is the most suitable one for the dual - structured - aquifer system. An example of Wenyinghu area is shown.By using the 2D-3D model, a satisfied result of the simulated area is achieved. 展开更多
关键词 numerical simulation conceptional model two dimensional coupled threedimensional model (2d - 3d ) dual - structured- aquifer system Wenyinghu area.
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Kinematic error modeling and error compensation of desktop 3D printer
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作者 Shane Keaveney Pat Connolly Eoin D.O'Cearbhaill 《Nanotechnology and Precision Engineering》 EI CAS CSCD 2018年第3期180-186,共7页
Desktop 3D printers have revolutionized how designers and makers prototype and manufacture certain products.Highly popular fuse deposition modeling(FDM)desktop printers have enabled a shift to low-cost consumer goods ... Desktop 3D printers have revolutionized how designers and makers prototype and manufacture certain products.Highly popular fuse deposition modeling(FDM)desktop printers have enabled a shift to low-cost consumer goods markets,through reduced capital equipment investment and consumable material costs.However,with this drive to reduce costs,the computer numerical control(CNC)systems implemented in FDM printers are often compromised by poor accuracy and contouring errors.This condition is most critical as users begin to use 3D-printed components in load-bearing applications or to perform mechanical functions.Improved methods of low-cost 3D printer calibration are needed before their open-design potential can be realized in applications,including 3D-printed orthotics and prosthetics.This paper applies methodologies associated with high-precision CNC machining systems,namely,kinematic error modeling and compensation coupled with standardized test methods from ISO230-4,such as the ballbar for kinematic and dynamic error measurements,to examine the influence and feasibility for use on low-cost CNC/3D printing platforms.Recently,the U.S.Food and Drug Administration's"Technical considerations for additive manufactured medical devices"highlighted the need to develop standards specific to additive manufacturing in regulated manufacturing environments.This paper shows the benefits of the methods described within ISO230-4 for error assessment,alongside applying kinematic error modeling and compensation to the popular kinematic configuration of an Ultimaker 3D printer.A Renishaw ballbar QC10 is used to quantify the Ultimaker's errors and thereby populate the error model.This method quantifies machine errors and populates these in a mathematical model of the CNC system.Then,a post-processor can be used to compensate the printing code.Subsequently,the ballbar is used to demonstrate the dramatic impact of the error compensation model on the accuracy and contouring of the Ultimaker printer with 58%reduction in overall circularity error and 90%reduction in squareness error. 展开更多
关键词 3d PRINTING accuracy KINEMATIC ERROR modeling KINEMATIC ERROR compensation BALLBAR FdM3d PRINTING ISO230-4
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NUMERICAL SIMULATION OF 3-D TURBULENT FLOWS OVER DREDGED TRENCHES
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作者 Han Guoqi Wang Deguan Xu Xieqing Department of Environmental Engineering, Hohai University, Nanjing 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 1989年第4期313-322,共10页
A 3- D free surface flow in open channels based on the Reynolds equations with the k-ε turbulence closure model is presented in this paper. Insted of the 'rigid lid' approximation, the solution of the free su... A 3- D free surface flow in open channels based on the Reynolds equations with the k-ε turbulence closure model is presented in this paper. Insted of the 'rigid lid' approximation, the solution of the free surface equation is implemented in the velocity-pressure iterative procedure on the basis of the conventional SIMPLE method. This model was used to compute the flow in rectangular channels with trenches dredged across the bottom. The velocity, eddy viscosity coefficient, turbulent shear stress, turbulent kinetic energy and elevation of the free surface can be obtained. The computed results are in good agreement with previous experimental data. 展开更多
关键词 3- d surface water flow model dredged trenches k -ε turbulence model numerical simulation.
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基于非结构网格的长江口横沙东滩新陆域数值模拟 被引量:5
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作者 路川藤 罗小峰 +1 位作者 徐群 张功瑾 《水利水电技术》 CSCD 北大核心 2017年第9期72-76,125,共6页
为探讨长江口横沙东滩新陆域不同成陆方案对长江口北槽水动力条件的影响,基于CJK3DWEM模型,建立了新陆域数学模型,划分计算水域三角形单元138 281个,网格边长平均约150.0 m。计算结果表明:横沙东滩新陆域形成后,北港上断面、南槽下断面... 为探讨长江口横沙东滩新陆域不同成陆方案对长江口北槽水动力条件的影响,基于CJK3DWEM模型,建立了新陆域数学模型,划分计算水域三角形单元138 281个,网格边长平均约150.0 m。计算结果表明:横沙东滩新陆域形成后,北港上断面、南槽下断面落潮分流比略有减小,分流比变化均在1.00%以内;南港河段、北槽中上段涨落急流速不同程度增加,增加幅度为5~15 cm/s;北槽下段涨落急流速略有减小,减小幅度为5~10 cm/s;北港沿程落急流速有不同程度减小,减小幅度为5 cm/s左右;工程区北侧和南侧高潮位降低,低潮位变化相对较小,原因在于圈围工程主要布置在横沙东滩高程-5.0 m以上浅滩区域,圈围后明显阻隔了涨潮漫滩流。 展开更多
关键词 长江口 横沙东滩 新陆域 cjk3d-wem模型 水动力条件
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