A NOTE ON THE REDUCED EFFICIENCY OF THE INDUSTRIAL CYCLONE

In this paper a theoretical investigation into the basis of the reduced efficiency of a conical cyclone is performed. By considering the flow in a region where viscosity is unimportant an analytical solution to the problem is obtained. From this model the performance of the cyclone is evaluated and this can be expressed in terms of three operating and design parameters. One of these parameters is the split ratio, that is the proportion of the volume of fluid entering the cyclone which goes to the underflow. It is demonstrated mathematically that the empirical formula for the reduced efficiency at present in common use is a very good absolute measure of the separating ability of a cyclone.     

New and Improved Tests for Adhesion

Three new methods are discussed for measuring the work G_a, required to detach unit area of an adhering material from a substrate. The first is a simple modification of the Outwater double-torsion test for long rectangular plates, bonded together. This method is suitable for evaluating aluminum-epoxy bonds, for example, or the transverse strength of fibrous composites. The second is a pull-off test for long strips adhering to a rigid surface. It seems suitable for adhesive tapes and laminates. The third is a reconsideration of the “blister” test for films and coatings, in which a circular debond at the interface is made to grow by internal pressure. The relation obtained between pull-off force F for a strip, or blow-off pressure P for a layer, takes the unusual form:

F⁴ (or P⁴) ∞ KG³_a

where K is the tensile stiffness of the detaching layer. This dependence arises from the non-linear (cubic) relation between load or pressure and deflection in these configurations. Nevertheless, the product Fθ, where θ is the angle of detachment of a strip, or Py, where y is the height of a “blister”, give direct measures of the strength of adhesion G_a, independent of the stiffness of the adhering material and of the extent of detachment.     

基于正交试验设计的岩坡力学参数反演

对某岩坡Ⅲ区现场勘察后认为,该区为断层破碎带,属碎裂结构,岩体分级为Ⅳ级.由于地质情况复杂、岩体破碎以及边坡开挖引起的应力释放等原因,致使边坡岩体加固的力学参数用常规方法较难确定.运用正交试验设计的方法借助有限差分程序FLAC进行分析,以安全系数作为评价指标,模拟各参数不同水平的各种组合,对影响边坡稳定性的各因素进行了敏感性分析,并对边坡力学参数进行了反演,得出较为合理的力学参数,为边坡治理提供依据.     

Particle simulation of the failure process of brittle rock under triaxial compression

In order to investigate the failure process of brittle rock under triaxial compression through both experimental and numerical approaches, the particle simulation method was used in numerical simulations and the simulated results were compared with those of the experiment. The numerical simulation results, such as fracture propagation, microcrack distribution, stress-strain response, and damage patterns, were discussed in detail. The simulated results under various confining pressures (0-60 MPa) are in good...     

路基边坡面力学试验参数处理方法研究

介绍了半填半挖路基挖填交接面的形式分类以及相应的变形破坏形式,同时提出采用随机-模糊统计法处理路基稳定性。半挖半填式路基是高速公路施工中一种常见的修筑方式,其稳定性的好坏取决于挖填交接面的形式及其岩体力学性质。表明了模糊统计处理方法优于传统的随机处理方法,通过工程应用实例表明该方法可靠合理,具有广泛推广的价值。     

《结构力学》课程体系设置之探讨

在新形势下,为培养适应社会需求的人才和造就优秀的土木工程师,结构力学作为一门重要的专业基础课,其课程体系的设置不仅需要将原有的内容按照一定的主线进行删减和整合,而且需要注入新的内容,比如大量工程实例、结构分析程序、定性结构力学等。     

岩石节理多层结构模型研究

为了研究节理细观形态对其宏观力学性状的影响,据岩石节理分形特点,将节理面分解为不同层次细观结构面,节理破坏拟为粗糙度分层渐进破坏的过程,基于Plesha本构建立了岩石节理多层结构模型.模型将粗糙度定义为等效起伏角,力学响应发生在最底层（基本面）,结构面受力性状由下层结构面平均化得到,基本面破坏后,其上层结构面转化为基本面.模型考虑了弹性变形、滑动变形、磨损、剪断、压碎、分离等作用机理,能模拟剪胀、应变软化等现象,能考虑单调及循环剪切效应.采用ABAQUS的用户子程序UEL进行了模型验证与参数分析.计算表明：峰值剪切应力随着结构层次的增加而增大;在结构层次不变时,等效峰值摩擦系数随法向应力的增大而减小;剪切应力终值由基本摩擦角控制;剪应力 位移曲线形态取决于粗糙度结构特性;模型中刚度系数对剪切性状影响很小.     

高维力学系统的能量方程

在低维系统中,能量方程因其明晰的物理意义而得到广泛的应用,而研究高维力学系统的能量方程也同样具有理论价值和实际意义,如位移对时间的导数是速度,速度对时间的导数是加速度,这些具有明显的物理意义,而加速度的导数其物理意义就不是很清晰了,但具有理论上的意义.本文应用广义经典力学中关于广义拉格朗日函数、广义动量和广义哈密顿函数等概念,推导了高维系统的能量方程,文中举了实例具体说明新方程的应用,为力学数学系统能量方程的推广提供了一种途经.     

砌体等效断裂韧度的实用解析方法研究

根据砌体准脆性材料的断裂特性,提出了一种基于竖向灰缝模型的求解砌体等效断裂韧度的实用解析方法.首先根据复合材料力学和线弹性断裂力学的基本原理,运用修正的剪滞理论,分区引入变异层,建立了分层剪滞模型;然后根据能量法则,推导出了求解无筋砌体等效断裂韧度的解析计算模式;最后针对相关试验数据,得到了对应数值解的解析解,且与相关试验对应的数值解相比,解析解的均方差和变异系数更小,由此可以看出,本文的解析方法具有很好的鲁棒性.结果还证明了无筋砌体等效断裂韧度是与试件尺寸无关的断裂参数.该方法为砌体结构开裂机理的研究和发展,砌体结构力学性能的研究提供了新的技术路径.     

钢筋混凝土框支剪力墙结构抗震设计

本文根据R.C抗震延性结构确定性设计的基本原理,研究了R,C框支剪力墙结构的抗震设计问题,分析了影响结构抗震性能的主要因素,提出改善结构抗震性能的关键在于挖掘结构本身潜力和采取必要的构造措施。根据这一观点,给出了R.C框支剪力墙结构的抗震设计方法。试验分析表明:采用这种设计方法,并且在结构的潜在耗能部位,嵌入“人工塑性铰”,可以避免结构由于底部框架刚度、强度不足发生破坏,结构延性较大。通过设计,控制结构出现最佳耗能机构,改善R.C.框支剪力墙结构的抗震性能。