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某水电站初始地应力场三维模拟反演分析 被引量:4
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作者 肖蕾 骆世威 +1 位作者 陈仁宏 马青 《西北水电》 2019年第5期86-89,共4页
针对某水电站区域地质条件复杂、地震烈度高、地应力水平较高的特点,建立三维地质模型,采用边界荷载调整法对工程区初始地应力场进行了反演分析。研究结果表明,反演计算值与实测值拟合情况较好,较好地反映了地形、地貌对初始地应力场的... 针对某水电站区域地质条件复杂、地震烈度高、地应力水平较高的特点,建立三维地质模型,采用边界荷载调整法对工程区初始地应力场进行了反演分析。研究结果表明,反演计算值与实测值拟合情况较好,较好地反映了地形、地貌对初始地应力场的影响,从而为工程区地下洞室设计、施工等提供一定的依据。 展开更多
关键词 地应力反演分析 三维模拟边界 荷载
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T型焊接接头中疲劳裂纹扩展的三维边界元模拟 被引量:1
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作者 李强 王波 +1 位作者 李存铮 岑章志 《清华大学学报(自然科学版)》 EI CAS CSCD 北大核心 2002年第4期470-473,共4页
T型焊接接头在钢结构中十分常见 ,它往往因初始微裂纹的疲劳扩展而导致断裂破坏。该文应用边界元( BEM)子域法 ,研究 T型焊接接头中三维混合模式表面裂纹的疲劳扩展问题。按照 T型焊接接头的实验模型建立边界元计算模型。基于端点附近... T型焊接接头在钢结构中十分常见 ,它往往因初始微裂纹的疲劳扩展而导致断裂破坏。该文应用边界元( BEM)子域法 ,研究 T型焊接接头中三维混合模式表面裂纹的疲劳扩展问题。按照 T型焊接接头的实验模型建立边界元计算模型。基于端点附近裂纹前沿线位于椭球面上的假设 ,用间接方法求出裂纹前沿线的两个端点。当裂纹扩展时 ,计算网格可以自动进行重新划分。文中对裂纹扩展长度和方向提出了一种扩展准则 ,并与其他准则和实验结果进行了比较。计算结果表明 。 展开更多
关键词 T型焊接接头 疲劳裂纹扩展 三维边界模拟
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Orthogonal design and numerical simulation of room and pillar configurations in fractured stopes 被引量:7
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作者 吴爱祥 黄明清 +3 位作者 韩斌 王贻明 于少峰 缪秀秀 《Journal of Central South University》 SCIE EI CAS 2014年第8期3338-3344,共7页
Room and pillar sizes are key factors for safe mining and ore recovery in open-stope mining. To investigate the influence of room and pillar configurations on stope stability in highly fractured and weakened areas, an... Room and pillar sizes are key factors for safe mining and ore recovery in open-stope mining. To investigate the influence of room and pillar configurations on stope stability in highly fractured and weakened areas, an orthogonal design with two factors, three levels and nine runs was proposed, followed by three-dimensional numerical simulation using ANSYS and FLAC3~. Results show that surface settlement after excavation is concentrically ringed, and increases with the decrease of pillar width and distances to stope gobs. In the meantime, the ore-control fault at the ore-rock boundary and the fractured argillaceous dolomite with intercalated slate at the hanging wall deteriorate the roof settlement. Additionally, stope stability is challenged due to pillar rheological yield and stress concentration, and both are induced by redistribution of stress and plastic zones after mining. Following an objective function and a constraint function, room and pillar configuration with widths of 14 m and 16 m, respectively, is presented as the optimization for improving the ore recovery rate while maintaining a safe working environment. 展开更多
关键词 orthogonal design numerical simulation surface movement roof settlement stope stability room and pillarconfiguration
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3D Numerical Modeling of Wave Forces on Tandem Fixed Cylinders Using the BEM 被引量:1
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作者 Mohammad Javad Ketabdari Mohammad Mahdi Abaiee Ali Ahmadi 《Journal of Marine Science and Application》 2013年第3期279-285,共7页
In this paper a 3D numerical model was developed to study the complicated interaction between waves and a set of tandem fixed cylinders.The fluid was considered to be inviscid and irrotational.Therefore,the Helmholtz ... In this paper a 3D numerical model was developed to study the complicated interaction between waves and a set of tandem fixed cylinders.The fluid was considered to be inviscid and irrotational.Therefore,the Helmholtz equation was used as a governing equation.The boundary element method(BEM) was adopted to discretize the relevant equations.Open boundaries were used in far fields of the study domain.Linear waves were generated and propagated towards tandem fixed cylinders to estimate the forces applied on them.Special attention was paid to consideration of the effect on varying non-dimensional cylinder radius and distance between cylinders,ka and kd on forces and trapped modes.The middle cylinder wave forces and trapped modes in a set of nine tandem cylinders were validated utilizing analytical data.The comparisons confirm the accuracy of the model.The results of the inline wave force estimation on n tandem cylinders show that the critical cylinder in the row is the middle one for odd numbers of cylinders.Furthermore the results show that the critical trapped mode effect occurs for normalized cylinder radiuses close to 0.5 and 1.0.Finally the force estimation for n tandem cylinders confirms that force amplitude of the middle cylinder versus normalized separation distance fluctuates about that of a single cylinder. 展开更多
关键词 tandem cylinders boundary element method(BEM) wave force DIFFRACTION trapped mode Henkel function
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A hierarchical dislocation-grain boundary interaction model based on 3D discrete dislocation dynamics and molecular dynamics 被引量:4
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作者 GAO Yuan ZHUANG Zhuo YOU XiaoChuan 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2011年第4期625-632,共8页
We develop a new hierarchical dislocation-grain boundary (GB) interaction model to predict the mechanical behavior of poly- crystalline metals at micro and submicro scales by coupling 3D Discrete Dislocation Dynami... We develop a new hierarchical dislocation-grain boundary (GB) interaction model to predict the mechanical behavior of poly- crystalline metals at micro and submicro scales by coupling 3D Discrete Dislocation Dynamics (DDD) simulation with the Molecular Dynamics (MD) simulation. At the microscales, the DDD simulations are responsible for capturing the evolution of dislocation structures; at the nanoscales, the MD simulations are responsible for obtaining the GB energy and ISF energy which are then transferred hierarchically to the DDD level. In the present model, four kinds of dislocafion-GB interactions, i.e. transmission, absorption, re-emission and reflection, are all considered. By this methodology, the compression of a Cu mi- cro-sized bi-crystal pillar is studied. We investigate the characteristic mechanical behavior of the bi-crystal compared with that of the single-crystal. Moreover, the comparison between the present penetrable model of GB and the conventional impenetrable model also shows the accuracy and efficiency of the present model. 展开更多
关键词 Grain boundary Multiscale simulation Discrete dislocation dynamics Bi-crystal compression
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