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国家自然科学基金(50775053)

作品数:4 被引量:13H指数:3
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边坡J_(RC)-J_(CS)极限平衡安全系数的计算被引量:4
2013年
为了采用极限平衡法计算节理粗糙度系数JRC与节理压缩强度为JCS的岩质边坡安全系数,建立JRC-JCS准则下简化Bishop极限平衡计算公式,并分析JRC-JCS参数对于边坡安全系数的影响。研究结果表明:随着JRC的增大,黏结力c和内摩擦角-呈非线性增大,并且黏结力受影响的敏感度增大,而内摩擦角受影响的敏感度降低;黏结力c和内摩擦角-均随JCS的增大呈非线性增大;随着JRC和JCS的增大,边坡的安全系数F逐渐增大,JRC越大,节理面越粗糙,岩体的稳定性越高;JCS越大,岩石颗粒排列得越紧密,岩体的压缩强度越大,岩体的稳定性越高,边坡整体安全系数也越大;F与JRC和JCS的关系呈现非线性特征,可通过指数方程进行拟合。
刘自由
关键词:边坡JRC-JCS模型安全系数
Reconstruction of Emission Coefficients for a Non-axisymmetric Coupling Arc Based on MALDONADO's Method被引量:1
2012年
The reconstruction of emission coefficient is a key factor for the calculation of temperature field.However,most of the researches for determining arc plasmas are based on axisymmetric sources,little has been done to study non-axisymmetric arc plasmas.In order to reveal temperatures of a non-axisymmetric coupling arc,the distribution of emission coefficients must be reconstructed in advance.In this paper,the argon atomic line intensities of the coupling arc are obtained by using the imaging system that involves a high speed camera in conjunction with a neutral and a narrow-band filter.The converted programme between emission coefficients and emitted intensities is programmed based on MALDONADO's method.A displaced Gaussian model is used for evaluating the validity of the converted programme.Then,the emission coefficients of a free burning arc are reconstructed by MALDONADO's method and an Abel inversion,respectively,and good agreement is obtained.Finally,the emission coefficient profiles of the coupling arc are achieved.The results show that the distribution of emission coefficient for the coupling arc is non-axisymmetric.The emission coefficient profile is similar to an ellipse,and the short axis of the ellipse is in the direction that the two electrodes are arranged along.The peak temperature of the coupling arc is in the middle of both electrodes.There is a strong interaction between both arcs within the coupling arc.The proposed research solves difficulties for determining asymmetric arcs and enlarges the application scope of spectroscopic techniques.
XIONG Jun ZHANG Guangjun HU Yutang WU Lin
土体堆载情况下的群桩效应分析被引量:4
2013年
采用拉格朗日有限差分数值计算方法,建立群桩数值模型,分析不同间距情况下桩侧摩阻力、中性点、以及土体变形规律。研究结果表明:桩侧负摩阻力沿桩身先增大后减小,并逐渐过度到正摩阻力;随着桩间距的增大,群桩效应逐渐减小,中心桩和角桩的正负摩阻力均逐渐增大;中性点位置以上土的位移大于桩的位移,桩受负摩阻力,在中性点位置桩土无相对位移,侧摩阻力为0 kPa;中心桩中性点深度大约为0.39倍桩长,角桩中性点深度大约为0.44倍桩长;受到桩侧摩阻力的作用,土体沿中性点上下呈现被撑起的变化规律,桩侧土体受到桩体对其向上的摩擦力,当桩间距较小时,群桩效应显著。
刘自由
关键词:负摩阻力群桩效应
Three dimension simulation analysis of the interpass stress and deformation during multipass welding被引量:4
2008年
It has been widely studied about the final residual stress and deformation in muhipass welding of thick weldments. But there is a lack of a clear understanding of the interrelationship of interpass stress and deformation during multipass welding. In this study, a three dimension numerical model of a sixteen-pass double V-groove welded joint with 50 mm plate is developed to compute the stress field and deformation by using multiple CPU parallel processing technology. The following factors such as the non-linear of temperature, heat radiation, filling of material step by step and so on are considered. Distribution and evolution law of welding stress in the transverse and longitudinal section is analyzed in this paper, and the interpnss stresses are studied also. At the same time the evolution course of angular deformation amount is analyzed, and the experimental results show that the calculated resuhs accord with the measured results of angular deformation.
张华军张广军张秀兰蔡春波高洪明
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