自复位防屈曲支撑钢框架的抗震性能分析

为了消除防屈曲支撑在强震后留有残余变形的弊端,本文针对一种新型支撑构件—自复位防屈曲支撑,通过有限元软件ANSYS对自复位防屈曲支撑钢框架、防屈曲支撑钢框架和钢框架进行罕遇地震作用下的抗震性能对比分析。结果表明,自复位防屈曲支撑钢框架的顶点位移、层间位移角、残余变形等地震响应均明显小于防屈曲支撑钢框架和钢框架,尤其在残余变形方面,自复位防屈曲支撑基本消除了结构的残余变形,具有良好的复位效果。     

腐蚀预应力钢绞线的疲劳试验分析

为了研究钢绞线腐蚀后的疲劳性能,采用通电加速腐蚀方法制作了包括5根无腐蚀与22根腐蚀预应力钢绞线试件,并通过轴向拉伸疲劳试验对预应力钢绞线腐蚀后的疲劳性能退化规律进行了研究分析,试验主要考察了腐蚀率与应力水平对钢绞线疲劳寿命的影响。试验结果表明,腐蚀后的钢绞线疲劳寿命显著降低,腐蚀钢绞线的名义应力幅与疲劳寿命在双对数坐标系下仍近似符合线性关系,同级荷载水平下的钢绞线疲劳寿命随腐蚀率的增长按指数函数衰减。此外,本文根据试验结果还建立了腐蚀钢绞线的疲劳曲面方程,并给出了不同保证率下的腐蚀钢绞线疲劳强度建议值。     

徐沛快速通道下伏煤层采空区稳定性分析与评价

徐沛快速通道路线先后穿越王庄、垞城、马坡等煤矿采煤塌陷区.为了保证道路和桥梁的运营安全,项目组对沿线煤层采空区展开了详细的勘测调查.以垞城煤矿采空区为例,对采空区的空间特性,岩层的移动、变形与破坏规律,进行了分析与评价.研究结果表明:垞城煤矿采空区是稳定区,即采空区残余变形量小于公路规范的规定,其变形量不会导致公路损坏.     

A modern and robust methodology for modeling anisotropic creep characteristics of Ni-based DS and SC superalloys

According to more recent work,the Wilshire equations have shown good prediction accuracy in a wide range of materials and stress-temperature conditions,particularly in extrapolation of short term results to long term predictions.In the current paper,this methodology was further developed for modeling anisotropic creep characteristics(i.e.minimum creep strain εmin ,stress rupture life tf and time to a specified strain tε)of four typical Ni-based directionally solidified(DS)and single crystal(SC)superalloys,where a simple orientation factor related to the ultimate tensile strength(UTS)was introduced.The application of these simplistic approaches showed that the anisotropic creep characteristics in a wide range of stress-temperature conditions can be accurately simulated.Meanwhile,during the application of the modified Wilshire equations,break points occurring at the specified stress levels agree well with the transition of creep deformation mechanisms occurring in different stress regions,which provides confidence for using this method.     

齿上开槽对滤波减速器力学性能的影响

本文使用有限元法研究滤波减速器轮齿上开槽对滤波减速器轮齿的动力学性能和传动性能的影响。通过对滤波减速器齿上不同开槽形状进行有限元对比分析,结果显示直槽对轮齿力学性能有很好的改善作用。在此基础上分析了直槽的槽深、槽宽、应力释放孔大小和应力释放孔与直槽的倒角大小对轮齿力学性能的影响以及不同载荷下轮齿应力分布情况。研究结果表明在滤波减速器齿上开直槽,当槽深大于轮齿模数的三倍,应力释放孔和倒角的半径大于槽宽的十倍,槽缝宽度不超过轮齿模数的十分之一时,其接触应力、弯曲应力和冲击振动较小。     

少齿差行星齿轮传动轮齿载荷研究

在少齿差行星齿轮传动中,轮齿的弹性变形可能导致多对齿同时接触共同承载,啮合情况复杂,故建立数学模型对其啮合情况进行分析,并通过有限元仿真对同时啮合齿对数、载荷分配情况、相对误差等方面进行相应的分析,验证了模型的正确性.计算结果表明,处于啮合线上的齿对仅承担了部分载荷,故对齿根弯曲应力计算公式亦进行了适当修正.     

Stress analytical solution for plane problem of a double-layered thick-walled cylinder subjected to a type of non-uniform distributed pressure

The stress state around circular openings,such as boreholes,shafts,and tunnels,is usually needed to be evaluated.Solutions for stresses,strains and ultimate bearing capacities of pressurized hollow cylinder are common cases.Stress analytical method for plane problem of a double-layered thick-walled cylinder subjected to a type of non-uniform pressure on the outer surface and uniform radial pressure on the inner surface is given.The power series method of complex function is used.The stress analytical solution is obtained with the assumption that two layers of a cylinder are fully contacted.The distributions of normal and tangential contact stress along the interface,tangential stress on the inner boundary and stresses in the radial direction at θ=0,45 and 90,are obtained.An example indicates that,when the elastic modulus of the inner layer of a double-layered thick-walled cylinder is smaller than that of the outer layer,the tangential stress is smaller than that in the corresponding point for a traditional cylinder composed of homogeneous materials.In that way,stress concentration at the inner surface can be alleviated and the stress distribution is more uniform.This is a capable way to enhance the elastic ultimate bearing capacity of thick-walled cylinder.     

含水率对于地下结构地震动力响应的影响研究

含水率对土体的弹性模量、黏聚力、内摩擦角以及土体密度都会产生影响.密实度一定的情况下,黏性土的多种力学参数会随着最佳含水率的出现而出现"峰值"效应.利用FLAC3D差分软件对不饱和土在地震作用下的动力响应进行了模拟和分析,探讨了土中含水率对于地下结构地震动力响应的影响规律.结果表明,在最佳含水率附近,土层的性质对于地下结构的作用来说是最良好的,此时结构的内力可取得最小值;顶板和底板的相对水平位移变化不大,并且位移的数值随着含水率的增加而逐渐减小;土体和结构的加速度峰值都随着含水率的增加而呈减小的趋势.     

Non-complete relief method for measuring surface stresses in surrounding rocks

The measurement of surface stresses in surrounding rocks with the use of a relief method of annular hole-drilling was studied by numerical analysis. The stress relief process by hole-drilling was then simulated with the use of finite element method. The influences of the borehole diameter（d）, the initial stresses and the ratio of the initial principle stresses on the variations of the remained stress and the released stress in function of the relief depth（h） were discussed. The relation between the non-dimensional ratio of the released principle strains and that of the initial principle stresses, and the effect of the elastic modulus and the Poisson ratio of the rock mass on the stress relief curves were studied. The results show that the stress relief behavior formulated with the non-dimensional ratio of the released stress and the ratio of h/d is only sensitive to the ratio of the initial principle stresses and the Poisson ratio. The stresses are completely released when h equals 1.6d, and the tensile stresses take place on the bore core surface in the relief measurement process. Finally, a non-complete relief method of annular hole-drilling for measuring surface stress in surrounding rocks is proposed and the procedure is presented.     

江垭水电站碾压混凝土重力坝的温度应力分析

为研究温度荷载对江垭水电站碾压混凝土重力坝的影响,以其非溢流坝段为研究对象,建立有限元模型,根据江垭水电站的水温、气温、坝体温度、地基温度等监测资料,计算分析了大坝运行期的温度场,研究了大坝在温度场影响下的应力变化规律.研究结果表明:温度荷载对大坝运行有较大影响,但是大坝仍满足规范设计要求;夏季持续高温时,应避免大坝在高水位下运行;冬季持续低温时,应避免大坝在低水位下运行.