结构钢缺口板断裂试验及数值分析

通过对25个结构钢缺口板进行的单向拉伸断裂试验,验证了提出的结构钢广义屈服模型和椭球面断裂准则.用ANSYS软件中的参数化设计语言APDL和用户编程功能UPFs,将提出的静水应力型广义屈服模型编制成子程序模块,对结构钢缺口板断裂试验进行了基于广义屈服模型和椭球面断裂准则的数值模拟分析.试验结果表明:裂纹起始于缺口边缘内侧,裂纹在厚度方向贯通后沿宽度发展,试件最终断裂于缺口薄弱断面.缺口板断裂应力场分析表明,提出的椭球面断裂准则对预测结构钢缺口板初始开裂具有广泛适用性和较高精度.     

人力资本约束下区域主导产业选择方法

为了合理的确立区域主导产业,制定符合区域一级发展模式的主导产业选择基准和相应指标,提出了区域主导产业选择的人力资本匹配基准,给出了相应指标的计算方法.实证结果表明:尽管中国的劳动力资源非常丰富,但整体的人力资本水平却依然很低,同时人力资本分配非常不平均,劳动力过剩和人力资本不足的结构性矛盾日益突出.考虑到中国各区域人力资本分配的地域差距,区域一方面应大力进行人力资本积累,改善人力资本现状,另一方面,正视区域人力资本现状的现实,在区域主导产业选择时理性抉择,才能实现人力资本积累与产业结构升级的同步和有效互动.     

Caving performance through the integration of microseismic activity and numerical modeling at DOZ-PT Freeport, Indonesia

This article describes an undergoing research at PT Freeport,Indonesia,in which the main goal is to use the microseismic information recorded as a result of mining to analyze cave propagation and stress performance on the actual production and fixed in-frastructure.At the moment,several numerical experiments have been conducted to correlate the mining activity with the microseis-mic events using the data collected during year 2005 and 2006.As a result of the preliminary analysis a micro-and a macrocracking envelop were proposed on the basis of computation of stress behavior at the location of the events.Stresses have been computed us-ing standard elastic continuous boundary element models.The correlation between the average source radius and the stress perform-ance has provided a method to propose a macrocracking criterion.Several techniques have been tested to nucleate the microseismic activity around different geological features.This last attempt was aimed to look at potential overstresses induced over the undercut and extraction level drifts.A method was devised to integrate the microseismicity into a 3-dimensional ride distribution model.This model has shown to be very effective to quantify the overstress induced as a result of computing volumetric microseismieity density.The volumetric microseismic model showed to induce overstress up to 10 MPa over a period of two months.The future work will concentrate on the calibration of the integrated model with actual damage observations made at the current mining infrastructure.     

Comprehensive assessment on dynamic roof instability under fractured rock mass conditions in the excavation disturbed zone

The damage process of fractured rock mass showed that the fracture in rocks induced roof collapse in Yangchangwan Coal Mine,China.The rock mass was particularly weak and fractured.There occurred 6 large-scale dynamical roof falls in the excavation disturbed zone (EDZ) with the collapsing volume of 216 m3.First,the field detailed geological environment,regional seismic dy-namics,and dynamic instability of roadways were generally investigated.Second,the field multiple-index monitoring measurements for detecting the deep delamination of the roof,convergence deformation,bolt-cable load,acoustic emission (AE) characteristic pa-rameters,total AE events,AE energy-releasing rate,rock mass fracture,and damage were arranged.Finally,according to the time-space-strength relations,a quantitative assessment of the influence of rock-mass damage on the dynamic roof instability was accomplished.     

Zonal disintegration phenomenon in enclosing rock mass surrounding deep tunnels -- Elasto-plastic analysis of stress field of enclosing rock mass

The zonal disintegration phenomenon (ZDP) is a typical phenomenon in deep block rock masses. In order to investigate the mechanism of ZDP, an improved non-linear Hock-Brown strength criterion and a bi-linear constitutive model of rock mass were used to analyze the elasto-plastic stress field of the enclosing rock mass around a deep round tunnel. The radius of the plastic region and stress of the enclosing rock mass were obtained by introducing dimensionless parameters of radial distance. The results show that tunneling in deep rock mass causes a maximum stress zone to appear in the vicinity of the boundary of the elastic and the plas-tic zone in the surrounding rock mass. Under the compression of a large tangential force and a small radial force, the rock mass in the maximum stress zone was in an approximate uniaxial loading state, which could lead to a split failure in the rock mass.     

基于混沌神经网络的建筑节能综合评价

目的 构建建筑节能综合评价指标体系,对建筑节能进行综合评价.方法 针对神经网络BP算法收敛速度慢且容易陷入局部极小值问题,在常规神经网络中引入混沌神经元,建立混沌神经网络建筑节能综合评价模型.结果 根据建筑节能综合评价指标体系各量化指标,得出科学合理的评价结果 .通过实验仿真验证了该混沌学习算法的有效性和先进性.在输入参数相同的情况下,训练收敛到相同精度,CNN模型的训练次数少于BP网络模型,CNN模型用于建筑节能评价精度高.结论 运用混沌神经网络进行建筑节能综合评价的方法 是有效的.     

关于数列收敛的又一判定定理

对已有的数列收敛的判定定理进行扩充,从而更加丰富读者的知识面,为读者学习和研究多提供一份材料.通过对这个定理进行严格的证明,并在局部证明过程中运用两种方法.从而得到所要证明的定理.     

测井资料在压裂规模预测中的应用

压裂是低孔、低渗油田改造的主要增产措施。镇泾油田是典型的＂三低＂储层,产油井都需要压裂求产。通过对镇泾油田常规测井资料、岩石物理分析及试油数据的研究分析,确定了区块的储层评价标准,按油藏驱动类型进行分类,有针对性地为压裂层位的优选提供参数依据。根据压裂规模与储层厚度、储层类型、油藏类型、油气级别等的关系,对镇泾油田压裂规模进行预测评价,为压裂措施提供准确有效的层位及压裂规模建议,尽快获得工业油流。     

物体撞击颗粒介质的动力学研究

用分子动力学模拟方法研究物体撞击二维颗粒介质穿透过程的动力学行为.研究结果表明,物体的穿透过程可以分成三个阶段：撞击、贯穿和坍塌.通过改变物体的初速度、质量和半径,发现物体贯穿阶段所受的阻力虽与初速度和质量成正比,但与半径关系不大.     

压力敏感性材料球形孔洞动态扩展问题

为进一步研究岩土材料爆炸场的特点,采用椭圆型屈服准则和自相似假设,并结合Hopkins三区模型,研究幂硬化材料球形孔洞动态扩展问题.通过对弹性区的研究得出弹性区应力的分布和弹塑性交界处的连续条件;然后在塑性区给出一个求解动态扩展问题的非线性微分方程组;最后通过打靶法数值求解该非线性微分方程组,给出满足边界条件的数值解,并讨论材料参数对场量的影响.结果表明,椭圆型屈服准则能很好地描述压力敏感性材料中孔洞的动态扩展.