The compressive deformation behavior in the longitudinal direction of graded Ti–6Al–4V meshes fabricated by electron beam melting was investigated using experiments and finite element methods（FEM）.The results indi...The compressive deformation behavior in the longitudinal direction of graded Ti–6Al–4V meshes fabricated by electron beam melting was investigated using experiments and finite element methods（FEM）.The results indicate that the overall strain along the longitudinal direction is the sum of the net strain carried by each uniform mesh constituent and the deformation behavior fits the Reuss model well. The layer thickness and the sectional area have no effect on the elastic modulus, whereas the strength increases with the sectional area due to the edge effect of each uniform mesh constituent. By optimizing3 D graded/gradient design, meshes with balanced superior properties, such as high strength, energy absorption and low elastic modulus, can be fabricated by electron beam melting.展开更多
流体替换是了解和预测地震波速度和波阻抗如何依赖孔隙流体变化的有效工具,参数多、不确定性大是流体替代的特点,其中,干岩石模量是链接流体和饱和岩石的关键,也是Gassmann方程的基础,因此干岩石模量值的确定是流体替代的难点.前人对干...流体替换是了解和预测地震波速度和波阻抗如何依赖孔隙流体变化的有效工具,参数多、不确定性大是流体替代的特点,其中,干岩石模量是链接流体和饱和岩石的关键,也是Gassmann方程的基础,因此干岩石模量值的确定是流体替代的难点.前人对干岩石模量也进行了大量的研究,提出了许多经典模型:疏松砂岩模型、Kuster-Toksoz模型、自相容模型(selfconsistent模型)、微分有效介质模型(DEM模型)等,但这些模型都具有一定的局限性,本文通过对Gassmann方程图形分析方法(Mavko and Mukerji,1995)的研究,提出了一种计算干岩石模量的新方法.通过实际的岩样数据分析这几种算法的应用效果,研究结果认为求取干岩石模量时,本文提出的新方法具有很好的应用效果.展开更多
基金supported by 863 Project(No.2015AA033702)the National Basic Research Program of China(Nos.2012CB619103,2012CB933901 and 2012CB933902)+1 种基金the National Natural Science Foundation of China(Nos.51271182 and 51271180)the Shandong Provincial Natural Science Foundation,China(No.ZR2014JL031)
文摘The compressive deformation behavior in the longitudinal direction of graded Ti–6Al–4V meshes fabricated by electron beam melting was investigated using experiments and finite element methods（FEM）.The results indicate that the overall strain along the longitudinal direction is the sum of the net strain carried by each uniform mesh constituent and the deformation behavior fits the Reuss model well. The layer thickness and the sectional area have no effect on the elastic modulus, whereas the strength increases with the sectional area due to the edge effect of each uniform mesh constituent. By optimizing3 D graded/gradient design, meshes with balanced superior properties, such as high strength, energy absorption and low elastic modulus, can be fabricated by electron beam melting.
文摘流体替换是了解和预测地震波速度和波阻抗如何依赖孔隙流体变化的有效工具,参数多、不确定性大是流体替代的特点,其中,干岩石模量是链接流体和饱和岩石的关键,也是Gassmann方程的基础,因此干岩石模量值的确定是流体替代的难点.前人对干岩石模量也进行了大量的研究,提出了许多经典模型:疏松砂岩模型、Kuster-Toksoz模型、自相容模型(selfconsistent模型)、微分有效介质模型(DEM模型)等,但这些模型都具有一定的局限性,本文通过对Gassmann方程图形分析方法(Mavko and Mukerji,1995)的研究,提出了一种计算干岩石模量的新方法.通过实际的岩样数据分析这几种算法的应用效果,研究结果认为求取干岩石模量时,本文提出的新方法具有很好的应用效果.
