弹(箭)体级间连接结构准静载失效实验与数值预示

级间螺栓法兰连接是导弹(火箭)常见的连接方式,但破坏了整体结构连续性,且承载能力薄弱,在外荷载作用下易发生失效而使整弹(箭)结构强度丧失。根据实际导弹(火箭)连接结构特点,简化设计并制作了一组原理性实验件,设计了准静载加载实验测试系统和螺栓响应信号传感器,进行了两次准静载失效实验,并利用ABAQUS软件建立了对应的有限元仿真模型。根据实验效果和实测数据,分析了连接结构在准静载荷载作用下的失效机理,并对比验证发现有限元模型数值模拟效果和精度与实验吻合较好。研究结论可为弹(箭)体级间连接结构承载能力和失效实验设计提供参考。     

箭(弹)级间螺栓法兰连接结构冲击失效实验与数值仿真

基于火箭(导弹)级间螺栓法兰连接结构,简化设计并制作了一组原理性实验件,利用ABAQUS软件建立有限元模型,设计并进行了多次落锤冲击失效实验,其中包括轴向和横向两种工况,考虑了螺栓均布与非均布、螺栓直径和螺栓-栓孔间隙等不同结构特点。实验过程中采集了螺栓力时程响应数据、柱段关键点应变时程响应数据、锤头冲击力和冲击速度及连接界面开缝位移等多组数据。根据实验效果和实测数据,分析了连接结构冲击失效机理,并对比验证发现有限元模型数值模拟效果和精度与实验结果吻合较好。研究结论可为箭(弹)级间连接结构抗冲击设计提供参考。     

螺栓联结预应力施加方法改进研究

要在各种瞬态行为(碰撞、冲击等)中真实计算出含预紧螺栓结构系统的动态响应,就必须真实模拟出螺栓联结的真实内部应力分布。在以往研究的基础上,改进了只适合简化模型和轴向受力螺栓模型的轴向预紧力施加方法,并提出了使用局部降温法和等效摩擦法联合加载螺栓联结结构预应力的方法。将M24预紧螺栓结构的仿真结果与理论分析进行了比较,结果表明:该方法能够正确地模拟出应力在预紧螺栓结构中的分布,应力计算值误差也在工程允许误差范围之内。     

弯曲载荷作用下复合材料T型接头的失效分析

运用蔡-吴逐步失效判据和黏聚接触模型建立弯曲加载下的T型接头的有限元模型。对复合材料T型接头在弯曲加载下的损伤机理和承载能力进行数值模拟。结合静态弯曲加载实验,揭示T型接头在弯曲破坏过程中的四种失效模式。T型接头的弯曲失效载荷的有限元模型计算结果与实测值吻合较好。     

固体火箭发动机复合材料壳体裙黏接性能分析

采用数值计算方法研究复合材料壳体裙连接结构的黏接性能。通过建立纤维缠绕壳体的有限元模型,采用内聚力模型定义裙黏接面的接触关系,引入黏接界面的损伤失效准则,模拟黏接界面的脱黏行为,以此预测裙连接结构的极限承载。同时,研究壳体的轴向和环向应变及黏接面上的剪应力分布情况,以及弹性层的弹性模量与黏接长度对黏接性能的影响。数值算例表明,计算结果与实验数据相吻合,验证了该方法的正确性。所提方法可用于裙连接结构的优化设计中。     

机柜电缆连接结构的力学性能分析

针对机柜电缆连接结构及其安装固定结构件,建立了电缆刚性连接有限元模型和MCT模块预紧力有限元模型,并进行了模型的静力学计算及评估分析,得到了机柜X、Y、Z三个方向的最大振动位移载荷用下的最大应力值。分析结果表明:改变MCT模块的预紧力的大小对整体连接结构的应力分特征影响较小。在此基础上,提出了机柜电缆柔性连接方案,并建立了机柜电缆柔性连接有限元模型。有限元模型结果与刚性连接结果对比分析表明:采用柔性连接方案后,机柜电缆整体连接结构的应力水平大幅度降低,有效地缓解应力集中问题。     

基于参数化建模的包带式星箭连接结构优化设计

采用MSC.Patran参数化建模和遗传算法进行包带式星箭连接结构优化设计。首先给出了包带连接结构二维轴对称模型优化设计过程中涉及的V形卡块刚度等效、包带预紧力模拟和载荷施加方法,以及强度和刚度约束条件、优化目标等内容;然后以某直径为3m的包带连接结构为例进行了优化设计,并分析了对接框内延伸段长度和端头高度对应力及变形的影响;最后建立三维有限元模型进行静力分析。结果表明（1）该方法适用于包带连接结构的优化设计;（2）增加对接框内延伸段长度和端头高度能够提高整体连接刚度;（3）三维有限元模型与轴对称模型计算结果一致,验证了轴对称模型分析方法的正确性,以及V形卡块等效和预紧力模拟方法的有效性。     

参数化建模的螺栓法兰连接刚度分析

为分析几何参数对螺栓法兰连接刚度的影响,用MSC.Patran软件的二次开发工具PCL(Patran Command Language)建立了螺栓法兰连接的参数化模型。研究了螺栓法兰连接刚度随连接结构几何参数的变化规律并进行了灵敏度分析。经分析可知,连接结构刚度对开孔位置比例参数最敏感,其次是上法兰厚度。当上部段长度大于某一数值时,连接结构刚度对上部段长度参数不敏感,这一结论能为连接结构动力学简化建模提供一定理论参考。     

螺栓法兰连接结构有限元模型参数确定方法

螺栓法兰连接广泛用于各种工业结构中,为准确预测该连接在实际工作中发挥的作用,需要建立准确高效的有限元模型。针对有限元建模过程中模型各种参数的确定问题,综合使用数值仿真手段和试验手段分别对模型网格参数和接触参数的确定开展研究。参数确定后的螺栓法兰连接结构有限元模型在保证计算精度的前提下,计算效率得到显著提高。     

工程陶瓷单晶压痕边缘破碎理论研究与机理分析

通过单晶压痕边缘破碎实验,研究陶瓷发生边缘脆性破裂整个过程的力值变化,结果表明:压痕距边缘距离越小,压力施载速度越快,发生边缘破碎的脆性断裂力值越小。结合单晶压痕应力场数值模型和有限元仿真,分析了陶瓷材料受不同条件的外加载压力作用下的应力场分布和失效条件,其所得结论与实际结果一致。通过对压痕部位和边缘破碎部位显微形貌观察,证明边缘破碎缘于裂纹失稳扩展和贯通,并运用线弹性断裂力学理论分析了边缘破碎机理。     

边界条件对复合材料层合板准静态压痕损伤的影响

在实际的服役过程中,飞机用复合材料层合板通过四边铆接的方式与飞机金属框架进行连接,其受力时的边界条件为四边固支。以实际应用背景为基础,分别从分层损伤扩展模式、接触力、凹坑深度、损伤宽度四个方面系统地比较了四边固支和四边简支两种边界条件下,复合材料层合板准静态压痕损伤的区别。结果表明以上四种变量在两种边界条件下均存在明显差异,可为基于实际应用的复合材料准静态压痕损伤研究提供实验依据。     

Research on the fracture behavior of PBX under static tension

The fracture behavior of polymer-bonded explosive (PBX) seriously affects the safety and reliability of weapon system. The effects of interface debonding and initial meso-damage on the fracture behavior of PBX under quasi-static tension are studied using numerical method. A two-dimensional representative volume element (RVE) is established based on Voronoi model in which the component contents could be regulated and the particles are randomly distributed. A nonlinear damage model of polymer matrix relative to matrix depth between particles is constructed. The results show that the simulated strain-stress relation is coincident with experiment data. It is found that interface debonding leads to the nucleation and propagation of meso-cracks, and a main crack approximately perpendicular to the loading direction is generated finally. The interface debonding tends to occur in the interface perpendicular to the loading direction. There seems to be a phenomenon that strain softening and hardening alternatively appear around peak stress of stress and strain curve. It is shown that the initial damages of intragranular and interfacial cracks both decrease the modulus and failure stress, and the main crack tends to propagate toward the initial meso-cracks.     

The deformation and failure mechanism of cylindrical shell and square plate with pre-formed holes under blast loading

The deformation and failure mechanism of cylindrical shells and square plate with pre-formed holes under blast loading were investigated numerically by employing the Ansys 17.0 and Ls-Dyna 971. To calibrate the numerical model, the experiments of square plates with pre-formed circle holes were modeled and the numerical results have a good agreement with the experiment data. The calibrated numerical model was used to study the deformation and failure mechanism of cylindrical shells with pre-formed circle holes subjected to blast loading. The structure response and stress field changing process has been divided into four specific stages and the deformation mechanism has been discussed systematically. The local and global deformation curves, degree of damage, change of stress status and failure modes of cylindrical shell and square plate with pre-formed circular holes are obtained, compared and analyzed, it can be concluded as: (1) The transition of tensile stress fields is due to the geometrical characteristic of pre-formed holes and cylindrical shell with arch configuration; (2) The existence of pre-formed holes not only lead to the increasing of stress concentration around the holes, but also release the stress concentration during whole response process; (3) There are three and two kinds of failure modes for square plate and cylindrical shell with pre-formed holes, respectively. and the standoff distance has a key influence on the forming location of the crack initiating point and the locus of crack propagation; (4) The square plate with pre-formed holes has a better performance than cylindrical shell on blast-resistant capability at a smaller standoff distance, while the influence of pre-formed holes on the reduction of blast-resistant capability of square plate is bigger than that of cylindrical shell.     

剪刀撑水泥砂浆网薄层加固砌体墙体拟静力试验

主拉应力破坏是砌体结构在地震荷载作用下最常见的一种破坏形式,剪刀撑水泥砂浆网薄层加固法就是针对砌体结构抵抗主拉应力不足的一种加固方法。为了考察该方法加固砌体墙体的受力性能及加固效果,对6片砂浆强度不同、加固方法不同的墙体试件进行了拟静力试验。试验结果表明：剪刀撑水泥砂浆网薄层加固法能够明显提高砌体墙体的抗剪承载力;该方法更适合于加固砂浆强度较低的砌体墙体;采用该方法加固后的砌体墙体破坏形式以剪切滑移破坏为主;加固面层能够与原有墙体较好地共同工作。目前剪刀撑水泥砂浆网薄层加固法是一个崭新的课题,该拟静力试验给出的试验分析结果和建议可供相关研究和加固工程设计参考。     

基于电容式噪声传感器的信号调理电路设计

在航空航天的飞行器遥测试验中,大推力火箭和导弹飞行时,由燃气射流引起的噪声会对飞行器的结构以及载荷造成巨大的危害。电容式噪声传感器由于其频率响应范围宽,被广泛应用于飞行试验中。电容式传感器工作时需要用恒压源供电,且其采集的信号受到外界干扰较大,输出电压值不满足大多数模数芯片转换要求。针对以上问题,设计了恒压源供电模块和隔直分压电路、低通滤波电路等调理模块,使其最终输出电压范围在0~2.5 V,满足模数转换芯片的要求。该噪声传感器的信号调理电路可靠性高,已经成功应用于飞行器发射试验中。     

战斗部近炸下防护液舱破坏机理分析

为研究大型舰船水下舷侧防护液舱的破坏机理，根据液舱的承载特性，设计制作缩尺战斗部模型和敞口、密闭两种液舱结构模型，开展两种姿态战斗部近炸下高速破片和冲击波对防护液舱的联合毁伤试验。根据试验后液舱模型的破损情况分析液舱前、后板在典型载荷下的破坏机理，总结分析液舱结构整体的破坏模式和破坏机理。结果表明：高速破片是防护液舱结构的主要防御对象，破片开坑和空化阶段是液舱结构变形破坏的主要阶段，破片群侵彻液舱形成的激波载荷和空化效应引起的挤压载荷是使结构产生变形破坏的主要冲击载荷。     

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.