Dynamic parameters of multi-cabin protective structure subjected to low-impact load – Numerical and experimental investigations

The dynamic response of a multi-cabin protective structure subjected to impact load directly affects the protective performance of materials; thus, studying the dynamic response and communication law of wave effect of the load plays an important role in the prediction of protective performance. In this study, the protection experiments of box-structure under air- and/or water-medium are conducted, the dynamic response of the structure subjected to low-impact load is analyzed, and the corresponding numerical simulations are analyzed using the theory of finite element method (FEM). Combined with experimental and FEM simulations, the shock strain distribution, acceleration attenuation, and signal energy in defensive materials are determined. Based on the results, the metal structure exhibits good absorption characteristics for shock vibration. Using the experimental data, we also show that the attenuation of shock wave in water medium should be significantly better than that in air medium, and the protective structure should be designed for a combination of water and air mediums. Meanwhile, the numerical simulation can provide a quantitative analysis process for dynamic analysis of defensive materials.     

Blast resistance evaluation of urban utility tunnel reinforced with BFRP bars

To improve corrosion-resistance of shallow-buried concrete urban utility tunnels(UUTs),basalt fiber reinforced polymer(BFRP)bars are applied to reinforce UUTs.As the UUT must have excellent survival capability under accidental explosions,a shallow-buried BFRP bars reinforced UUT(BBRU)was designed and constructed.Repetitive blast experiments were carried out on this BBRU.Dynamic responses,damage evolutions and failure styles of the BBRU under repetitive explosions were revealed.The tunnel roof is the most vulnerable component and longitudinal cracks develop along the tunnel.When the scaled distance is larger than 1.10 m/kg1/3,no cracks are observed in the experiments.When the BBRU is severely damaged,there are five cracks forming and developing along the roof.The roof is simplified as a clamped-supported one-way slab,proved by the observation that the maximum strain of the transverse bar is much larger than that of the longitudinal bar.Dynamic responses of the roof slab are predicted by dynamic Euler beam theory,which can consistently predict the roof displacement under large-scaled-distance explosion.Compared with the UUT reinforced with steel bars,the BBRU has advantages in blast resistance with smaller deflections and more evenly-distributed cracks when the scaled distance is smaller than 1.260 m/kg1/3 and the steel bars enter plastic state.Longer elastic defamation of the BFRP bars endows the UUT more excellent blast resistance under small-scaled-distance explosions.     

舰船结构塑性动力响应研究进展

从舰船结构塑性动力响应的工程背景出发,简要介绍了该问题当前的研究进展．主要评述了国内外学者所关注的一些基本问题和研究方法,主要包括解析法、近似法、数值法等,以及冲击载荷作用下梁、板、板架、壳体等结构塑性动力响应的研究进展．     

应用有限元混合法分析两弹性接触体的动力响应（理论部分）

本文将动力分析中的直接积分法与有限元混合法结合起来对两弹性接触体的摩擦动力求解问题进行了理论分析,推导了有关的有限元公式,设计了计算框图,为计算程序的实现提供了理论依据。     

用弹性动力学基本分析方法求解导弹 折叠翼展开的动响应

用机构弹性动力学的基本方法分析了一种导弹折叠翼展开的动力学问题,详细介绍了运动微分方程的解法,并将计算结果曲线与刚体动力学计算曲线、试验测得的曲线进行比较和分析,证明了该算法的可靠性和可行性。     

单一载荷和当量载荷的识别

本文根据多自由度系统受单一载荷作用的特点,将载荷识别的理论公式简化为只要依据系统任意点的响应信号和一个对应的频响函数即可运算,并在使用HP3562A 动态信号分析仪的实验中证明具有很好的识别精度。此种识别技术还可推广用于识别实际上不是作用于某点的当量载荷。     

碳类粒子对固体推进剂束流发散角度影响的实验研究

以石墨烯和碳粉两种碳类粒子作为掺杂剂定向改性固体推进剂,借助高速摄影技术和自搭建的束流发散角度测量系统,对比并分析不同掺杂比例和工作条件对改性推进剂束流发散角度的影响,确定了掺杂粒子的最优掺杂比例和工作条件。结果表明,石墨烯和碳粉的最优掺杂比例均为7%,且石墨烯的束流发散角度更小,生成稳定等离子体流的响应时间更短。同时,石墨烯更适配于小激光能量供给下的工作条件,而碳粉更适配于大激光能量供给下的工作条件。     

圆柱壳承受水下爆炸作用时的动响应

本文提出了有限水域内水下爆炸实验设计的一般考虑方法,结合实验结果得到了各种条件(λ/D)下圆柱壳受水下爆炸作用时的壁压分布规律,采用塑性动力学中绝对最小原理对结构响应进行了数值计算,给出了冲击波作用下圆柱壳响应的一种偏安全估算方法。     

船舶尾部结构振动计算

船舶尾部结构的振动问题应同时从船体总振动和尾部结构的局部振动两方面来考虑。本文从这一基本认识出发,利用有限元法编制了船舶尾部结构振动计算程序,并以实船为对象进行了尾部结构振动的计算,取得了较好的效果。     

基于结构应变响应的高速枪击载荷识别的理论分析与实验方法

基于多自由度系统的运动微分方程和结构的几何方程推导出识别单一动态载荷的数学模型。并将此理论应用于枪击载荷的识别,获得了令人满意的结果。同时,给出了一套完整的动载识别的实验方法。     

不锈钢面板与铝面板泡沫铝夹芯梁的抗爆性能

为考查泡沫铝夹芯梁的抗爆性能及面板材料对其抗爆性能的影响,采用数值模拟方法分析了面板材料分别为工业纯铝与304号不锈钢,芯材为Alporas泡沫铝共同组成相同质量泡沫铝夹芯梁在不同爆炸荷载作用下的跨中位移与芯材压缩应变的差异。研究结果显示：在爆炸冲量分别为1．82,3．77,6．08,7．0kN·s的作用下,工业纯铝面板泡沫铝夹芯梁跨中位移分别为304号不锈钢面板泡沫铝夹芯梁跨中位移的68％,83％,84％及86％,较304号不锈钢面板泡沫铝夹芯梁具有更好地抵抗爆炸冲击波的能力,面板材料对泡沫铝夹芯梁的压缩应变影响较小。     

Influences of different crossing types on dynamic response of underground cavern subjected to ground shock

An intersecting cavern is a common structural form used in underground engineering, and its safety and stability performance directly control the service performance of the whole project. The dynamic re-sponses of the three kinds of crossing type (+-shaped, T-shaped, L-shaped) caverns subjected to ground shock were studied by numerical simulation. The velocity plus force mode boundary setting method was proposed in the coupled static and dynamic analysis of a deep underground cavern. The results show that, among the three types of crossing caverns, the+-shaped cavern is the most significantly affected by the dynamic action, followed by T-shaped, and then L-shaped caverns. The vault settlement, straight wall deformation, vault peak particle velocity, effective plastic strain of surrounding rock, and maximum principal stress and strain at the bottom of the lining of the straight wall increase with the increase of cavern span. The vault settlement, straight wall deformation, effective plastic strain of surrounding rock, and the maximum principal stress and strain at the bottom of lining to the straight wall decrease with the increase of lateral pressure coefficient, and the peak particle velocity at the vault increases. The variation is small compared with the change of cavern span. The influence range of the underground cavern intersection is two cavern diameters from the intersection centre. The bottom of the straight wall at the intersection is the weak part. It is suggested to thicken the support locally to improve the stability of the cavern.     

关联维数在梁式结构损伤检测中的应用

为探索有效实用的结构损伤检测方法,运用分形理论直接对结构振动信号进行关联维数分析,通过度量系统输出的奇异性来识别结构的局部损伤,提出了基于振动响应关联维数的结构损伤检测方法.简支梁损伤算例结果表明,该方法能够准确地检测出梁式结构单个和多个不同程度的损伤位置,同时关联维数指标变化值会随着损伤程度的增加而增大.与曲率模态指...     

风载荷对某发射装置待发射状态的影响

应用冯.卡门功率谱和谐波合成法生成了考虑脉动效应的瞬时风速时程曲线;计算了发射筒各段的等效风压及等效力矩,给出了作用于发射筒迎风面的风压总值及等效力矩;最后将载荷作为输入条件,进行动力学分析,获得了风载荷作用下发射装置的动态响应。通过分析可知:由于发射装置具有刚度强、质量大的特点,风载荷作用下发射装置的速度、加速度响应均较低,因此,风载荷主要影响发射筒的倾斜程度。     

Force chains based mesoscale simulation on the dynamic response of Al-PTFE granular composites

Force chains based mesoscale simulation is conducted to investigate the response behavior of aluminum-polytetrafluoroethylene (Al-PTFE) granular composites under a low-velocity impact. A two-dimensional model followed the randomly normal distribution of real Al particles size is developed. The dynamic compressive process of Al-PTFE composites with varied Al mass fraction is simulated and validated against the experiments. The results indicate that, force chains behavior governed by the number and the size of agglomerated Al particles, significantly affects the impact response of the material. The failure mode of the material evolves from shear failure of matrix to debonding failure of particles with increasing density. A high crack area of the material is critical mechanism to arouse the initiation re-action. The damage maintained by force chains during large plastic strain builds up more local stresses concentration to enhance a possible reaction performance. In addition, simulation is performed with identical mass fraction but various Al size distribution to explore the effects of size centralization and dispersion on the mechanical properties of materials. It is found that smaller sized Al particle of com-posites are more preferred than its bulky material in ultimate strength. Increasing dispersed degree is facilitated to create stable force chains in samples with comparable particle number. The simulation studies provide further insights into the plastic deformation, failure mechanism, and possible energy release capacity for Al-PTFE composites, which is helpful for further design and application of reactive materials.     

火灾场钢筋混凝土简支梁抗弯性能分析

通过对火灾中钢筋混凝土简支梁截面温度场和材料热力学性能分析,将混凝土分为弹性区和塑性区来分别计算其强度,建立了火灾场简支梁截面内混凝土应力和梁极限抗弯承载力的计算公式,通过具体算例分析了钢筋混凝土简支梁截面温度场和极限承载力的变化规律和原因。