Numerical investigation of the failure mechanism of cubic concrete specimens in SHPB tests

Cylindrical specimens are commonly used in Split Hopkinson pressure bar (SHPB) tests to study the uniaxial dynamic properties of concrete-like materials.In recent years,true tri-axial SHPB equipment has also been developed or is under development to investigate the material dynamic properties under tri-axial impact loads.For such tests,cubic specimens are needed.It is well understood that static material strength obtained from cylinder and cube specimens are different.Conversion factors are obtained and adopted in some guidelines to convert the material strength obtained from the two types of specimens.Previous uniaxial impact tests have also demonstrated that the failure mode and the strain rate effect of cubic specimens are very different from that of cylindrical ones.However,the mechanical background of these findings is unclear.As an extension of the previous laboratory study,this study performs numerical SHPB tests of cubic and cylindrical concrete specimens subjected to uniaxial impact load with the validated numerical model.The stress states of cubic specimens in relation to its failure mode under different strain rates is analyzed and compared with cylindrical specimens.The detailed analyses of the numerical simulation results show that the lateral inertial confinement of the cylindrical specimen is higher than that of the cubic specimen under the same strain rates.For cubic specimen,the corners are more severely damaged because of the lower lateral confinement and the occurrence of the tensile radial stress which is not observed in cylindrical specimens.These results explain why the dynamic material strengths obtained from the two types of specimens are different and are strain rate dependent.Based on the simulation results,an empirical formula of conversion factor as a function of strain rate is proposed,which supplements the traditional conversion factor for quasi-static material strength.It can be used for transforming the dynamic compressive strength from cylinders to cubes obtained from impact tests at different strain rates.     

自动喷水灭火系统喷头布置探讨

依据《自动喷水灭火系统设计规范》(GB50084-2001),结合实际工程设计经验,就规范对喷头布置的一般规定在具体工程设计中可能存在的矛盾和问题进行了分析,并提出了具体解决办法。     

全长和埋入式组合抗滑桩在挖断村滑坡中的应用

重庆市奉节县挖断村滑坡规模巨大,滑坡体长180~250m,滑坡体厚15~35m,剩余下滑力达5 337 kN/m,采用了前排全长后排埋入式的新型组合抗滑支挡技术,大大节省了工程投资。介绍了这种新型组合抗滑结构的设计方法,重点介绍了桩的长度计算、各桩承担滑坡推力计算、治理后的监测数据。工程竣工2年的监测数据表明滑坡变形趋于稳定,说明采用全长和埋入式组合抗滑桩治理该滑坡是有效的。     

水雷不同外形目标强度的计算与测量

根据水雷隐身需要,分析了不同外形水雷的目标强度与隐身之间的关系,并对一些典型外形进行了目标强度计算.同时,在非消声水池中对按比例缩小的外形样品进行了声脉冲测量,将试验测得的目标强度值与理论计算的目标强度值相比较,认为波纹盒形水雷有较好的外形隐身效果.     

浅析军旅诗词的战斗力

军旅诗词的战斗力,主要是通过提高我军战斗精神和打击敌军士气两个方面来实现的。从军事历史实践看,这种战斗力主要包括四个方面：讴歌正义,增强战斗意识;描绘蓝图,激发战斗豪情;不怕艰险,战斗作风顽强;情理交融,瓦解敌军意志。     

电场作用微燃烧器的液体乙醇层流扩散燃烧

采用实验和数值模拟方法对电场作用下微燃烧器的液体乙醇层流扩散燃烧进行研究。研究结果表明,数值模拟高温区与实验拍摄火焰结构外形相似,前者的结构尺寸均高于后者;H/d与R e基本上呈线性增加关系,W/d先随R e线性增加,后变化幅度较小;H/d与电场强度E之间存在波浪曲线关系,波浪整体呈上升趋势,W/d整体上随电场强度E也呈上升趋势;火焰高度和宽度无量纲的数值模拟值与实验计算值吻合良好。     

基于SSH架构的院校教育实力统计系统设计与实现

针对B／S模式院校教育实力统计系统的开发需求,提出了基于SSH（Struts＋Spring＋Hibernate）架构的解决方案,分析了SSH架构的运行原理与集成方法,给出了系统设计与开发实现的具体过程。实践证明,SSH架构在构建业务系统中能够提高开发效率,增强系统的可扩展性和可维护性。     

Mitigation of the blast load effects on a building structure using newly composite structural configurations

In this study, a nonlinear three-dimensional hydrocode numerical simulation was carried out using AUTODYN-3D to investigate the effect of blasting of a high explosive material (TNT) against several configurations of the composite structure. Several numerical models were carried out to study the effect of varying the thickness of the walls and the effect of adding an air layer or aluminum foam layer inside two layers of concrete in mitigating the effect of blast waves on the structure walls. The results showed that increasing the thickness of walls has a good effect on mitigating the effect of blast waves. When a layer of air was added, the effect of blast waves was exaggerated, while when a layer of aluminum foam was added the blast wave effects were mitigated with a reasonable percentage.     

应力-强度模型的Bayes可靠性分析

当应力、强度分别服从于正态分布、指数分布和Weibull分布时 ,分析了应力 -强度模型的可靠性评估 ,着重讨论了无信息验前下的Bayes可靠性评估。仿真结果表明 ,无信息验前下的评估结论可以很好地用频率学派的观点来解释。     

Attitude deflection of oblique perforation of concrete targets by a rigid projectile

A perforation model is developed to predict the attitude deflection in the oblique perforation of concrete targets by a rigid projectile, in which the inertial moment of the projectile is introduced, together with taking the attitude deflection during the shear plugging sub-stage into account, and the shape of the plug formed on the rear surface of target is also re-investigated. Moreover, a new classification of concrete targets is proposed based on the target thickness, with which the attitude deflections in different kinds of concrete targets are analyzed. It is found that the numerical results by using the new perforation model are in good agreement with the previous experimental data and simulated results. Furthermore, the variations of the attitude deflection with the initial conditions (the initial attitude angle and the initial impact velocity) are investigated.