门槛区疲劳性能与材料微结构损伤

本文提出的某种材料微结构疲劳损伤模型对材料显微组织对门槛区疲劳性能影响进行了分析和讨论,从而解释了晶粒尺度、屈服极限,多相合金中显微组成对门槛区疲劳性能的影响机理。     

中厚倾斜矿体开采新方法的研究(英文)

本研究提出的采矿方法,是开采中厚倾斜难采矿体的一种新型有效方法之一。这种方法具有结构简单,工艺先进,贫化损失少等突出优点。并实现了单步骤连续回采,从而进一步提高了开采强度和生产效率。本方案经过工业试验检验,获得良好的技术经济指标。在试验期间,获得的经济效益为140万元,社会经济效益为370万元,可在中厚倾斜矿体中广泛推广使用。     

合金材料锯齿形塑性失稳的实验研究与机理分析

轻质高强度合金具有重要的应用背景,而其机理仍未解明的锯齿型塑性失稳现象制约了它们的应用,同时该问题也是材料科学家关注的一个热点问题.基于实验力学的研究,作者所属的光测细观力学课题组提出用动态散斑方法研究合金材料锯齿形屈服剪切带,观察到带形成演化和传播的时空特征、带内应变动态分布和剪切带雪崩变形时拉伸试件的瞬态收缩变形;用固溶处理方法调节合金材料内部溶质原子浓度和析出纳米相颗粒大小与分布,观察到随之变化的锯齿与剪切带的时空特征演变,发现了溶质原子浓度与析出相颗粒这两种因素分别在不同固溶处理温度对动态应变时效起主导作用;建立了基于溶质原子与位错交互作用的物理唯象模型,得到不同加载应变率下与实验相符的锯齿形加载曲线,再现出锯齿形加载曲线和带反复传播的轨迹.     

强度折减方法中对各材料参数调整的探讨

强度折减方法是目前求解坝基抗滑稳定安全系数的常用方法。但在有限元计算中一般只对强度参数c，ψ进行折减，没有考虑E，v的变化。怎样进行相应调整及是否需要做调整是一个悬而未决的问题。推导了应用不同屈服准则对应的各种材料参数之间应满足的关系，并针对某重力坝，利用ANSYS对材料E，v参数做调整及不做调整两种情况进行计算对比，为工程应用提供一定的参考。     

A microbeam bending method for studying stress-strain relations for metal thin films on silicon substrates

We have developed a microbeam bending technique for determining elastic-plastic, stress-strain relations for thin metal films on silicon substrates. The method is similar to previous microbeam bending techniques, except that triangular silicon microbeams are used in place of rectangular beams. The triangular beam has the advantage that the entire film on the top surface of the beam is subjected to a uniform state of plane strain as the beam is deflected, unlike the standard rectangular geometry where the bending is concentrated at the support. To extract the average stress-strain relations for the film, we present a method of analysis that requires computation of the neutral plane for bending, which changes as the film deforms plastically. This method can be used to determine the elastic-plastic properties of thin metal films on silicon substrates up to strains of about 1%.Utilizing this technique, both yielding and strain hardening of Cu thin films on silicon substrates have been investigated. Copper films with dual crystallographic textures and different grain sizes, as well as others with strong 〈1 1 1〉 textures have been studied. Three strongly textured 〈1 1 1〉 films were studied to examine the effect of film thickness on the deformation properties of the film. These films show very high rates of work hardening, and an increase in the yield stress and work hardening rate with decreasing film thickness, consistent with current dislocation models.     

闭口薄壁截面直杆的塑性解

基于Mises屈服条件和增量理论,在理想弹塑性模型框架下,通过无量纲计算,求解闭口薄壁截面直杆在压、扭组合变形下应力分量解析解.对受压（拉）、扭组合变形的闭口薄壁截面直杆,在其材料屈服进入塑性阶段后,施加不同的变形路径,理论求解导出闭口薄壁截面直杆受压和扭转联合作用对应的2个对偶常微分方程,求解方程得到各应力分量的解析值;为进一步研究闭、开口薄壁截面直杆的屈曲奠定了基础.     

混凝土框架柱塑性铰弯剪破坏的试验分析

通过一组钢筋砼框架柱构件抗震弯剪破坏的试验研究,对塑性铰区的几种破坏形态、主要破坏特征及其破坏条件,进行了深入的研究,讨论了构件塑性铰区主要破坏形态的分类标准,为混凝土框架柱的抗震适性设计提供了试验依据。     

Inelastic axial-flexure–shear coupling in a mixed formulation beam finite element

In this paper a beam element that accounts for inelastic axial-flexure–shear coupling is presented. The mathematical model is derived from a three-field variational form. The finite element approximation for the beam uses shape functions for section forces that satisfy equilibrium and discontinuous section deformations along the beam. No approximation for the beam displacement field is necessary in the formulation. The coupling of the section forces is achieved through the numerical integration of an inelastic multi-axial material model over the cross-section. The proposed element is free from shear-locking. Examples confirm the accuracy and numerical robustness of the proposed element and showcase the interaction between axial force, shear, and bending moment.     

最短时限缺省指派问题的一种解法

将周良泽在 1998年提出的最短时限缺省指派问题转化成赋权二分图的最小权 K-匹配问题。研究了其解的最优性充分及必要条件 ,并给出了适合在图上求解的生长树法及适合在表上直接求解的标号法 ,最后给出一个实例。该解法是一种较简便的算法。     

新型让压锚杆作用机理研究

软岩大变形工程存在因开挖卸荷导致较大的应力释放,在工程施工过程中将会产生较大变形的特点,如沿用传统的锚杆进行支护,岩体的大变形所产生的过大拉力将会造成锚杆的拉断破坏.针对软岩大变形工程存在的该类问题,介绍了一种新型的端部具有让压装置的新型压力分散型让压锚杆,并对该让压锚杆的作用机理和力学行为进行分析,得出锚固体的作用机理与传统压力分散型锚杆相比分为3个阶段,并通过试验的方式确定了该让压锚杆的让压力.这种新型让压锚杆在将锚固体压力分散的同时,实现大变形的让压,适宜在大变形工程中进行应用.