气动锤头式冲击响应谱模拟方法研究

分析了目前常用的机械撞击式响应谱试验机的特点和存在的一些问题，设计了一种以压缩空气作为锤头动力的新型气动式冲击响应谱试验机，给出了锤头速度计算公式和响应谱最大值的估算方法，为大型产品的冲击响应谱试验提供了一种手段。     

聚能药包在岩石控制爆破技术中的应用研究

聚能爆破技术是岩石控制爆破技术中有待开发的领域。根据爆炸力学、岩石断裂力学理论,从当前控制爆破面临的问题入手,对线性聚能药包(Linear shaped charge)在岩石定向断裂爆破中裂纹的产生、扩展以及主要爆破参数进行了分析研究,并利用自制线性聚能药包在巷道掘进中进行了试验。试验结果是聚能药包形成的巷道轮廓外爆震裂隙不明显,巷道断面平整,凹凸量不超过50mm,眼痕率高达96%以上,经济和社会效益明显。这些均表明聚能爆破是一种理想的定向断裂控制爆破技术。     

隔爆型电机在火炸药危险场所应用的安全性分析

针对普通隔爆型电机应用于火炸药粉尘危险场所的安全性问题进行定量分析,设计壳体粉尘侵入量试验,系统研究不同间隙下的粉尘侵入量,根据试验数据,应用曲线外推法及阿贝尔(Abel)余容状态方程计算爆压,结合材料力学及薄壁理论进行隔爆型电气设备外壳强度及刚度的校核。计算表明:若壳体内粉尘较均匀的悬浮在空中,切向应力与许用应力处于同一数量级;如果火炸药粉尘在轴承室、接线盒等局部堆积成火炸药层,切向应力比许用应力大两个数量级。试验结果强调:用于火炸药粉尘危险场所的电气设备必须有特殊的防爆结构设计,普通的隔爆电机用于火炸药粉尘危险环境时存在一定的安全隐患。     

模糊事故树在分析氯乙烯单体槽爆炸风险中的应用

在对氯乙烯单体槽爆炸事故构建事故树的基础上,根据现场设备实际运行状况的统计及依据专家经验所提供的模糊信息,运用模糊事故树理论,引入L-R型模糊数,应用其尖态型隶属函数,对氯乙烯单体槽进行了模糊可靠性分析,求出了氯乙烯单体槽爆炸事故的模糊概率可能性分布;并利用结构重要度系数近似值法对其进行结构重要度分析,运用对事故树底部事件进行排序分级的加权结构重要度分析法,确立了影响系统的最主要因素,为系统安全分析提供了新的方法和途径。     

煤矿瓦斯爆炸事故演化的突变模型

煤矿瓦斯爆炸事故,从微观上看,是在瓦斯积聚、引火源和氧气浓度3个条件同时具备的情况下发生的,从宏观上看,是在生产活动中存在人的不安全行为和物的不安全状态导致了微观3条件的同时具备。笔者介绍了突变理论的基本原理;在轨迹交叉事故致因理论基础上,分析了瓦斯爆炸事故演化的非线性特征;建立了事故演化的尖点突变模型。并指出:事故演化是一个流变-突变过程,其突变的程度反映了事故的严重度;人的不安全行为是事故发生的主要因素;物的因素决定事故的严重度;安全生产必须建立本质安全型矿井,避免人和物的运动轨迹越过分歧点集。     

输油站库冬季消防稳高压系统的改进

介绍储运分公司北方输油站队，通过选用安全、防爆的数字显示温度控制器等技术手段，对储罐区消防给水管网裸露阀门及连接管段的防冻处理，实现冬季消防稳高压系统正常运行的施工工艺，并详细介绍了防爆数字显示温度控制器的工作原理及施工步骤。     

镁厂回转窑除尘系统防燃防爆措施

镁厂忽视回转窑除尘系统的防燃防爆措施,已发生多起燃爆事故。本文提出多种防止燃爆的措施,实施后效果良好。     

可燃气体(液体蒸气)的爆炸极限与最大允许氧含量的对比研究

通过实验研究了可燃气体(液体蒸气)的爆炸极限规律,从全新的角度分析了各种浓度可燃气体(液体蒸气)的最大允许氧含量的规律,并运用数值分析原理拟合出其规律函数,可从理论上求得各种浓度可燃气体(液体蒸气)的最大允许氧含量值。通过爆炸极限和最大允许氧含量规律的对比研究,分析了两者相辅相成的重要关系,指出两者从不同角度界定了可燃气体(液体蒸气)的爆炸范围,是衡量可燃气体(液体蒸气)爆炸危险性的两个重要参数。     

Blast wave clearing behavior for positive and negative phases

The purpose of the research was to improve prediction of response of buildings to blast waves by including the negative phase and considering clearing of both positive and negative phases. Commonly used structural design practices, which trace their origins to military design manuals, often ignore the negative phase as well as positive phase clearing. For high explosive threats, this approach is conservative in most circumstances. However, negative phase clearing had not previously been studied for blast waves, and the implications for structural response had not been evaluated. This paper presents results of modeling negative phase blast clearing behavior for a typical blast wave and discusses the differences from positive phase clearing. The implications of including positive and negative phase clearing in building blast damage analysis are also investigated through single-degree-of-freedom (SDOF) analyses.Blast waves from explosion sources like a vapor cloud explosion (VCE), pressure vessel burst or high explosive exhibit both positive and negative phases, and the relative magnitude of the positive and negative phases varies among explosion sources and the specific circumstances of each source. A fully reflected blast wave is produced if an incident blast wave were to strike an infinitely tall and wide wall in a normal orientation. Both the positive and negative phases of the blast wave are enhanced by the reflection process. However, when an incident blast wave strikes a wall of finite size in a normal orientation, rarefaction waves are created at the edges of the wall, and the rarefactions sweep down from the roof and inward from sides. The rarefaction waves result in a clearing effect for both the positive and negative phases.Clearing relieves some of the applied blast load on the reflected wall for the positive phase. However, this is not always the case for the negative phase. As shown by the results presented in this paper, clearing may either relieve or enhance the applied negative phase blast load, depending on the duration of the blast wave and the wall dimensions.The impact of negative phase clearing on structural response for generic building components was also investigated. Nonlinear SDOF methods were used to characterize response in terms of peak positive and negative displacements. It was found that the influence of the negative phase is significant and the peak structural response can occur during negative (outward) displacement.     

Flame behaviors and pressure characteristics of vented dust explosions at elevated static activation overpressures

Dust explosion venting experiments were performed using a 20-L spherical chamber at elevated static activation overpressures larger than 1 bar. Lycopodium dust samples with mean diameter of 70 μm and electric igniters with 0.5 KJ ignition energy were used in the experiments. Explosion overpressures in the chamber and flame appearances near the vent were recorded simultaneously. The results indicated that the flame appeared as the under-expanded free jet with shock diamonds, when the overpressure in the chamber was larger than the critical pressure during the venting process. The flame appeared as the normal constant-pressure combustion when the pressure venting process finished. Three types of venting processes were concluded in the experiments: no secondary flame and no secondary explosion, secondary flame, secondary explosion. The occurrence of the secondary explosions near the vent was related to the vent diameter and the static activation overpressure. Larger diameters and lower static activation overpressures were beneficial to the occurrence of the secondary explosions. In current experiments, the secondary explosions only occurred at the following combinations of the vent diameter and the static activation overpressure: 40 mm and 1.2 bar, 60 mm and 1.2 bar, 60 mm and 1.8 bar.