大颗粒尿素流化床造粒机尿液喷射系统故障分析

对严重影响大颗粒尿素流化床造粒机尿液喷射系统正常运行的多项故障进行了剖析,从生产技术改造及操作管理方面提出了改进和防范措施,结果表明,改进后装置运行周期从不足10天延长到40天。     

直流电桥法测量电缆故障点的距离

迅速、准确地探测故障点的位置对保证故障电缆的及时修复有着重要意义。介绍了电缆故障的性质和直流电桥法测量电缆故障点距离的原理，着重阐述了几种常用的电缆接地故障的测量方法，并提出在实际生产、施工中，应根据具体情况选取合理的仪器及测量方法，迅速、准确地探测故障点的位置，以保证故障电缆的及时修复。     

Conditional probability Markov chain simulation based reliability analysis method for nonnormal variables

Based on fast Markov chain simulation for generating the samples distributed in failure region and saddlepoint approximation(SA) technique,an efficient reliability analysis method is presented to evaluate the small failure probability of non-linear limit state function(LSF) with non-normal variables.In the presented method,the failure probability of the non-linear LSF is transformed into a product of the failure probability of the introduced linear LSF and a feature ratio factor.The introduced linear LSF wh...     

基于Hoek-Brown准则的深部岩体力学参数及其应用

基于Hoek-Brown经验强度准则,采用最小二乘法拟合出岩体力学强度参数,并与H-B_02ed推荐的等面积拟合结果进行对比,结果发现两种拟合方法得出的岩体内摩擦角数值相差很小,但等面积拟合法得出的黏聚力强度远高于最小二乘拟合法。将两种强度参数拟合结果应用于深部矿体开采的数值模拟,发现采用最小二乘拟合法的岩体强度参数其模拟结果更接近工程实际。该方法对深部岩体力学参数的确定具有一定的借鉴意义。     

Deformation and failure study of surrounding rocks of dynamic pressure roadways in deep mines

In order to understand the change rules of stress-displacement in surrounding rocks of dynamic pressure roadways in deep mines and to obtain a theoretical basis for analyses of roadway stability and designs of support,we established a coupling equation of adjacent rock strength,mining stress and supporting resistance on the basis of an elastic-plastic theory of mechanics.We obtained an analytical solution for stress and displacement distribution of elastic and plastic regions in surrounding rock of dynamic pressure roadway..Based on this theory,we have analyzed the changes in stress-displacement in elastic and plastic regions of surrounding rocks of dynamic pressure roadways in the Haizi Coal Mine.The results show that:1) radial and tangential stress change violently within the first 4 m from the inner surface of a roadway after excavation;radial stress increases while tangential stress decreases within a range of about 6 m from the inner surface of the roadway as a function of q3;2) radial and tangential stress increase with an increase in the mining pressure coefficient k;the increase in the rate of tangential stress is greater than that of radial stress;3) the radial displacement of the inner surface of roadways decreases with an increase in q3,provided that k remains unchanged.     

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...     

某反倾向岩质边坡地震稳定性数值模拟

以雅泸高速公路K136＋150～K136＋300 m段反倾向岩质边坡为例,采用基于离散元法原理的计算软件——UDEC,在充分研究边坡工程地质条件的基础上,模拟研究了反倾向岩质边坡在地震作用下的变形破坏机制及失稳破坏模式,进而分析了边坡的稳定性。结果表明：边坡在地震作用下其变形破坏是＂岩体松动→倾倒→崩塌＂的过程,此过程经历的时间较短,往往是在振动持时内完成。     

具有两类失效状态和休假的串联可修系统

研究了修理工可多重休假的部件串联可修系统,每个部件有两类失效状态。假定部件寿命服从指数分布,部件修理时间和修理工休假时间均服从一般连续分布,利用向量Markov过程理论和Laplace变换的方法求出了系统的可靠性指标。     

纤维增强石膏板抗弯性能试验研究

通过4块纤维增强石膏板的抗弯性能试验,分析了纤维增强石膏板的抗弯破坏机理,通过分析纤维增强石膏板的荷载—挠度曲线,荷载—拉应变曲线得到了纤维增强石膏板的抗弯刚度、开裂荷载和极限荷载。研究表明:纤维增强石膏板在水平均布荷载作用下的破坏机理类似于适筋梁的破坏。     

基于Copula函数对由两类失效部件组成的简单相依系统的可靠性研究

应用copula函数来表示由两类失效部件组成的相依串联系统和相依并联系统的可靠性,并对这两种系统的可靠性进行比较,得到了使这两种相依系统的可靠性之间的大小关系成立的一些条件．