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线性随机结构的平稳随机响应 被引量:37
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作者 林家浩 易平 《计算力学学报》 EI CAS CSCD 北大核心 2001年第4期402-408,共7页
对于不仅结构参数具有随机性 ,而且外载是平稳随机激励的问题 ,给出了随机响应变异系数的计算方法。应用虚拟激励法先将随机荷载转化为确定性的简谐荷载 ,使双随机问题得以精确地转化为单随机问题进行分析。求解过程显著简化 ,而且包含... 对于不仅结构参数具有随机性 ,而且外载是平稳随机激励的问题 ,给出了随机响应变异系数的计算方法。应用虚拟激励法先将随机荷载转化为确定性的简谐荷载 ,使双随机问题得以精确地转化为单随机问题进行分析。求解过程显著简化 ,而且包含了二种随机因素之间的耦合效应。 展开更多
关键词 随机激励 虚拟激励 外载 耦合效应 模值模拟法 线性随机结构 平稳随机响应 离散性
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Effect of heterogeneity on mechanical and acoustic emission characteristics of rock specimen 被引量:8
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作者 李术才 李国莹 《Journal of Central South University》 SCIE EI CAS 2010年第5期1119-1124,共6页
The influence of heterogeneity on mechanical and acoustic emission characteristics of rock specimen under uniaxial compress was studied with numerical simulation methods.Weibull distribution function was adopted to de... The influence of heterogeneity on mechanical and acoustic emission characteristics of rock specimen under uniaxial compress was studied with numerical simulation methods.Weibull distribution function was adopted to describe the mesoscopic heterogeneity of rocks.The failure process of heterogeneous rock specimen under uniaxial loading was simulated using FLAC 3D software.Five schemes were adopted to investigate the influence of heterogeneity.The results demonstrate that as the homogeneity increases,the peak strength and brittleness of rocks increase,and the macro elastic modulus improves as well.Heterogeneity has great influence on macro elastic modulus and strength when the homogeneity coefficient is less than 20.0.The volume expansion is not so obvious when the homogeneity increases.As the homogeneity coefficient increases the acoustic emissions modes change from swarm shock to main shock.When the homogeneity coefficient is high,the cumulative acoustic emission events-axial strain curve is gentle before the rock failure.The numerical results agree with the previously numerical results and earlier experimental measurements. 展开更多
关键词 HETEROGENEITY acoustic emission strain softening numerical simulation uniaxial compression elastic modulus
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Installation position determination of wind speed sensors on steel pole along a high-speed railway
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作者 熊小慧 梁习锋 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第11期3018-3027,共10页
In order to consider the influence of steel pole on the measurement of wind speed sensors and determinate the installation position of wind speed sensors, the flow field around wind speed sensors was investigated. Bas... In order to consider the influence of steel pole on the measurement of wind speed sensors and determinate the installation position of wind speed sensors, the flow field around wind speed sensors was investigated. Based on the three-dimensional steady Reynolds-averaged Navier-Stokes equations and k-ε double equations turbulent model, the field flow around the wind speed sensor and the steel pole along a high-speed railway was simulated on an unstructured grid. The grid-independent validation was conducted and the accuracy of the present numerical simulation method was validated by experiments and simulations carried out by previous researchers. Results show that the steel pole has a significant influence on the measurement results of wind speed sensors. As the distance between two wind speed sensors is varied from 0.3 to 1.0 m, the impact angles are less than ±20°, it is proposed that the distance between two wind speed sensors is 0.8 m at least, and the interval between wind speed sensors and the steel pole is more than 1.0 m with the sensors located on the upstream side. 展开更多
关键词 high-speed railway wind speed sensor steel pole numerical simulation flow field
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Effects of intense rainfall on stability of infinite terraced slope 被引量:5
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作者 马世国 韩同春 +2 位作者 徐日庆 吴渐 张杰 《Journal of Central South University》 SCIE EI CAS 2014年第4期1534-1545,共12页
For fully understanding the hydrological dynamics of an infinite terraced slope, the infiltration process was studied by employing the Green and Ampt infiltration model. The limit equilibrium method and the Mohr-Coulo... For fully understanding the hydrological dynamics of an infinite terraced slope, the infiltration process was studied by employing the Green and Ampt infiltration model. The limit equilibrium method and the Mohr-Coulomb failure criterion were adopted to derive a stability model for the infinite terraced slope subjected to an intense rainfall. Numerical simulation was performed for verifying its applicability. The results of numerical simulation indicate that a set of stepped wetting fronts are found during infiltration, and the infiltration of terraced slope covered by coarse-textured soils can be approximated as one-dimensional infiltration. The potential sliding surfaces from the numerical method are all parallel to the slope line, and the proposed model and framework can provide an approximate method of estimating how the infiltration affects the stability of an infinite terraced slope. 展开更多
关键词 intense rainfall infiltration infinite terraced slope stability safety factor
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