Effect of microstructure on short pulse duration shock initiation of TATB and initial response mechanism

Micro-TATB particles with different sizes and 3D nanoporous TATB architectures with different specific surface areas were prepared through recrystallization to study short pulse duration shock initiation properties by electric gun technology. For micro-TATB, the initiation threshold significantly decreases with TATB average size ranging from 79.7 μm to 0.5 μm. For 3D nanoporous TATB architecture, the initiation threshold decreases and then increases with specific surface areas increased from 9.6 m²/g to 36.2 m²/g. The lowest initiation thresholds are obtained for the micro-TATB with average sizes of 1.3 μm and 0.5 μm, and 3D nanoporous TATB architecture with specific surface area of 22.4 m²/g. The shock initiation thresholds of micro-TATB and 3D nanoporous TATB architectures show significantly decreases with the porosity increased. The decomposition reaction and thermal conductivity properties were further investigated to understand the initial response mechanism. High porosity provides more collapse sites to generate high temperature for formation of hot spots. The low thermal conductivity and decomposition temperature could enhance the formation and ignition of the hot spots, and initial decomposition reaction of TATB. The effect of the decomposition temperature is higher than that of the thermal conductivity on the shock initiation properties. The enhanced decomposition reaction could promote energy release and transfer process from the ignition to the combustion. This work offers a new insight to understand the effects of microstructure on the shock initiation properties and the initial response mechanism of TATB.     

金属热防护系统瞬态热分析的并联一维模型

建立了可重复使用运载器金属热防护系统瞬态热分析的并联一维模型.根据热防护系统的结构特点划分了多条热流通路,将各热流通路离散化后给出了单条通路瞬态传热的隐式差分格式,采用热平衡法推导了串、并联两种类型公共节点的局部控制方程,并给出了传热问题中常见边界条件的统一表达式,最终形成了总体控制方程.通过数值计算获得了热防护系统瞬态温度场.计算结果表明:采用并联一维模型可以更真实、更准确地反映热防护系统的传热过程,对于热防护系统结构优化设计有较高的参考价值.     

利用曲线拟合方法分析暂态振荡信号

提出了一种利用曲线拟含定量分析暂态振荡信号的方法.该方法给出的暂态振荡信号模型能够反映振荡的幅度和频率随时间变化的规律.提出了利用曲线拟合方法确定该摸型的具体参数的步骤:首先利用三次样条插值求出信号的上包络曲线,对其采用指数衰减信号模型来进行拟合以描述信号振荡幅度的变化参数;然后得到信号频率变化部分的正弦形式,利用 Hilbert 变换提取出正弦部分的相位,并采用幂指数信号模型进行拟合以描述信号振荡频率的变化参数.与以往分析暂态振荡信号的方法相比,该方法可对信号进行定量分析.仿真和试验结果表明,采用曲线拟合方法确定模型参数,实现过程简单,均方根误差小;对实际信号的分析则表明所提出的模型能够真实地反映出实际暂态振荡信号的变化规律.     

Experimental investigation on dynamic response and damage models of circular RC columns subjected to underwater explosions

Reinforced concrete (RC) columns are widely used as supporting structures for high-piled wharfs. The study of damage model of a RC column due to underwater explosion is a critical issue to assess the wharf’s antiknock security. In this study, the dynamic response and damage model of circular RC columns subjected to underwater explosions were investigated by means of scaled-down experiment models. Experiments were carried out in a 10.0 m diameter tank with the water depth of 2.25 m, under different explosive quantities (0.025 kg–1.6 kg), stand-off distances (0.0 m–7.0 m), and detonation depths (0.25 m–2.0 m). The shock wave load and dynamic response of experiment models were measured by configuring sensors of pressure, acceleration, strain, and displacement. Then, the load distribution characteristics, time history of test data, and damage models related to present conditions were obtained and discussed. Three damage models, including bending failure, bending-shear failure and punching failure, were identified. In addition, the experience model of shock wave loads on the surface of a RC column was proposed for engineering application.     

Responses of HFR-LWC beams under close-range blast loadings accompanying membrane action

The load-carrying capacities and failure patterns of reinforced concrete components can be significantly changed by membrane effects. However, limited work has been carried out to investigate the blast resistance of Hybrid Fiber Reinforced Lightweight Aggregate Concrete (HFR-LWC) members accompanying membrane action. This paper presents a theoretical approach to quantitatively depicting the membrane behavior and its contribution on the behavior of HFR-LWC beams under close-range blast loadings, and the suitability of the proposed model is validated by a series of field tests. An improved Single-Degree-of-Freedom (SDOF) model was employed to describe the dynamic responses of beam-like members under blast loadings accompanying membrane action, where the mass-load coefficient is determined according to the nonuniformly distributed load induced by close-range explosion, and the membrane action is characterized by an in-plane (longitudinal) force and a resisting moment. The elasto-plastic and recovery responses of HFR-LWC beams under the combined action of blast load and membrane force were analyzed by the promoted model. A specially built end-constrain clamp was developed to provide membrane action for the beam member when they are subjected to blast load simultaneously. It is demonstrated that the analytical displacement-time histories are in good agreement with experimental results before peak deflections and that the improved SDOF model is an acceptable tool for predicting the behavior of HFR-LWC beams under blast loadings accompanying membrane action.     

地铁火灾应急预案的制定

介绍地铁火灾发生时的几个主要的特点以及其巨大的危害性,引出了地铁火灾应急预案制定模式的重要性。通过对已有的资料进行研究、分析,同时结合实际,对地铁火灾应急预案制定时所包含的主要内容进行了科学的完善,得出了一个完整的预案制定模式。