近距空爆载荷作用下双层防爆舱壁结构抗爆性能仿真分析

为探讨双层舱壁结构的抗爆性能,采用有限元仿真分析了近距空爆载荷作用下结构的动态响应过程和板材最大有效塑性应变随冲击波载荷强度的变化关系以及结构的失效破坏模式和动态吸能特性,并与相同材料同等重量的传统加筋板架进行了比较,最后对抗爆性能较好的CI型双层舱壁结构进行了结构抗爆的近似优化。研究结果表明:双层舱壁结构能够有效避免局部撕裂失效的破坏模式;相同冲击波载荷作用下,双层舱壁结构吸能较大,但结构板材的最大等效塑性应变却比加筋板架小,因而抗爆性能明显优于加筋板架;通过结构抗爆的近似优化可得到抗爆性能更优的双层舱壁结构,可为工程中双层舱壁结构的选型和抗爆防护结构单元的设计提供参考。     

破片式战斗部空中爆炸下冲击波与破片先后作用的临界爆距研究

为探讨破片式战斗部空中爆炸下冲击波与破片的先后作用机制,通过分析冲击波和破片在空气中的运动规律,在考虑壳体对冲击波强度的影响下,建立了冲击波与破片先后作用临界爆距的理论计算模型,并进行了实例分析。实例分析验证了理论模型的合理性和有效性。在此基础上,对临界爆距的影响因素进行了讨论,发现战斗部装填系数、装药类型以及壳体厚度对临界爆距的影响较大,而破片质量和形状对临界爆距的影响较小;随装填系数、装药爆热和爆速、破片质量的增大,临界爆距值均相应减小;随着壳体厚度和破片形状不规则度的提高,临界爆距值相应增大。     

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。     

特种防护舱抗爆性能试验研究

为探讨特种防护舱抗爆性能,进行了舱内爆炸原型试验,研究不同装药量下开闭盖状态防护舱内爆炸时的空气冲击波超压和舱体位移过程。结果表明:同药量下闭盖状态的空气冲击波超压明显高于开盖状态,即封闭舱内偶然爆炸时空气冲击波超压更高;随装药量的增大,舱壁的空气冲击波超压也在增大;舱体侧壁经过多次正反射作用均未发生碎片反应,顶盖泄爆措施对降低底板的空气冲击波超压十分有利;距爆心较近处的位移均比距爆心较远处的位移大。原型试验舱体完全破坏,但结构未发生崩溃式破坏,并无碎片及内爆的二次破片飞出,舱体具有一定的抗爆性能和较好的防破片能力。     

破片和冲击波复合作用下靶板毁伤仿真

为了研究目标在破片和冲击波复合作用下的毁伤情况,应用有限元动力分析软件ANSYS/LS-DYNA,建立破片和冲击波复合作用下靶板毁伤模型。将两者作用分开研究,重点研究破片对金属靶板毁伤形成沟槽的前提下冲击波的毁伤作用效果,即简化了模型又保证了仿真精度,弥补了以往只以穿孔等效破片毁伤效果的不足,增强了模型的通用性,为战斗部设计、毁伤评估和目标防护研究提供参考。     

破片模拟弹侵彻钢板的有限元分析

根据破片模拟弹侵彻钢板的实验研究,采用MSC.Dytran对破片模拟弹侵彻钢板的侵彻过程、侵彻特性、钢板的破坏模式以及弹体的侵彻速度、靶板的侵彻阻力进行了有限元分析,并将分析结果与实验结果进行了比较.分析结果表明,破片模拟弹冲击钢装甲的侵彻过程可大致分为初始接触、弹体侵入、剪切冲塞和穿甲破坏4个阶段.有限元分析的破片模拟弹侵彻特性及靶板破坏模式与实验观测结果有较好的一致性,在靶板破口的正面,与弹体平面凸缘两端接触的部分,变形以剪切为主,而与切削面接触的部分,以挤压变形为主;靶板破口背面为剪切冲塞破坏;有限元模拟的弹体剩余速度与实验结果吻合较好,弹体侵彻过程中弹靶作用界面的速度和侵彻速度近似呈线性变化.有限元分析结果还表明,采用适当的模型,有限元法能较好地模拟破片模拟弹侵彻钢板的侵彻过程、侵彻特性以及钢板的破坏模式.     

爆炸冲击波作用下板架结构响应研究综述

板架结构是飞机和水面舰艇主要的组成单元,研究其在爆炸冲击波作用下的变形和破坏对目标结构的防护设计具有重要意义。国内外学者对板架结构在冲击波载荷作用下的变形与破坏进行了大量研究,形成了诸多成果。本文中从理论分析、实验研究和数值模拟3个方面总结了爆炸冲击波载荷作用下板架结构响应领域的研究现状,并对未来研究方向提出一些建议,为相关结构的抗爆设计以及战时毁伤评估提供参考。     

爆炸载荷下固支方板大变形的塑性动力响应

本文对固支方板大变形的塑性动力响应进行了实验和理论研究。其载荷特点是有较大幅值和较长持续时间的爆炸脉冲。文中给出了一些有关固支方板的实验结果。这批试板由应变率敏感材料制成。实验载荷提供的能量足以引起材料的塑性流动,试板的最大残余挠度为板厚的3.78至20.87倍。利用Jones—Sawczuk控制方程,导出了爆炸脉冲下固支方板最大残余挠度的简单理论公式,该式与按冲量作用的相应公式有明显差别。采用本文公式并计及动态屈服应力所得出的最大残余挠度值,与实验结果取得满意的一致。     

不同时序破片和冲击波在对天线的复合毁伤分析

为了能清楚地了解杀伤爆破战斗部爆炸预制破片和冲击波对雷达天线阵面靶板的复合毁伤特性,采用LS-DYNA3D动力有限元软件,对破片和冲击波在不同时序下对天线阵面等效靶板的复合毁伤作用过程进行了一系列数值模拟研究,描述了两者在不同时序下对靶板的复合毁伤过程中的基本现象,分析了靶板某典型节点的位移变化规律,揭示了破片和冲击波作用靶板的不同时序对靶板损伤变形的影响。研究表明:破片和冲击波对装备部件的复合毁伤效应,不是二者毁伤效应的简单叠加,而存在特殊的作用机理,且这与二者到达目标的时序有关。所得结果不仅促进了损伤机理的研究与发展,而且还对杀伤爆破战斗部结构的优化具有参考价值。     

水下近场非接触爆炸载荷作用下加筋板毁伤变形的数值仿真研究

采用高动态非线性有限元程序MSC.Dytran对复杂加筋板结构在水下爆炸载荷下的动态响应和变形模式进行了仿真分析和模型试验,建立了复杂加筋板架结构水下爆炸作用下动态响应的有限元计算方法.研究了加筋板在水下爆炸载荷下的不同毁伤形式,并利用有限元程序对复杂毁伤形式进行了瞬态毁伤过程分析,认为一定药量近距离爆炸时局部破坏要先于整体破坏.     

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.     

在爆炸载荷作用下固支梁或筒形弯曲板的塑性动态断裂

本文运用刚塑性分析方法研究了在爆炸载荷作用下固支梁的全塑性动态断裂过程。在爆炸载荷作用下,固支梁将首先在固支端进入塑性变形,当固支端塑性铰转角达到其临界值,或固支端处初始裂纹尖端张开位移达到其临界值时(如果固支端有初始裂纹的话),固支端将产生开裂和裂纹扩展。本文解给出了在动态断裂过程中固支梁裂纹扩展长度、裂纹扩展速度以及梁的轴向约束力随时间变化的规律,并给出了不同载荷幅值下梁的启裂条件和止裂条件以及最终裂纹扩展长度和最大挠度。该分析解也适用于固支筒形弯曲板的断裂问题。     

Evaluation of effectiveness of polymer coatings in reducing blast-induced deformation of steel plates

Incorporating elastomers such as polymers in protective structures to withstand high energetic dynamic loads, has gained significant interest. The main objective of this study is to investigate the influence of a Polyurea coating towards the blast-induced response in steel plates. As such, Polyurea coated steel plates were tested under near-field blast loads, produced by the detonation of 1 kg of spherical nitromethane charges, at a standoff distance of 150 mm. Mild steel (XLERPLATE 350) and high-strength steel (BIS80) plates with thicknesses of 10 mm were Polyurea coated with thicknesses of 6 mm and 12 mm on either the front (facing the charge) or the back face. The deformation profiles were measured using 3D scanning. Numerical simulations were performed using the non-linear finite element code LS-DYNA. The strain-dependent behaviour of the steel and Polyurea were represented by Johnson-cook and Money-Rivlin constitutive models, respectively. The numerical models were validated by comparing the plate deflection results obtained from the experiments and were then used in the subsequent parametric study to investigate the optimum thickness of the Polyurea coating. The results indicate that back face coating contributes towards an approximately 20% reduction in the residual deformation as well as the absence of melting of the Polyurea layer, while the front-face coating can be used a means of providing additional standoff distance to the steel plates.     

杀爆弹对主战坦克毁伤评估仿真

在全面分析杀爆弹对主战坦克毁伤效应的基础上，针对冲击波和破片对坦克外部件的毁伤，利用计算机仿真方法进行杀爆弹对主战坦克毁伤评估。利用射击线技术构建了杀爆弹对主战坦克毁伤评估模型；基于蒙特卡洛随机模拟试验法，开发了计算程序，进行了以破片杀伤为主的杀爆弹对主战坦克毁伤效应仿真评估，得到了车体命中破片数随炸点坐标变化规律，以及坦克整体毁伤概率随杀爆弹终点速度变化规律。研究结果为主战坦克目标易损性分析与毁伤评估提供了重要参考。     

Response of masonry systems against blast loading

In this paper eight successive experimental blast tests with an increasing TNT equivalent charge weights ranging from 0.56 kg to 17.78 kg were conducted on unreinforced, ferrocemented overlay masonry and confined masonry walls. The pressure-time history caused by the blast was recorded by pressure sensors installed on the test specimen. The resulting damage pattern was observed during each test. Weak zones in the three systems of masonry were identified. Scaled distances for different damage levels in the three masonry systems were experimentally obtained. The results provide a basis for determining the response of each masonry system against blast loading. Consequently, efficiency of ferrocemented overlay ma-sonry and confined masonry was found established in mitigation against blast loads.     

一种新型防护结构对爆炸冲击波衰减特性的研究

运用大型有限元软件LS—DYNA,在相同爆炸冲击波作用下,对洞库口部普通钢板防护门和有泡沫铝夹层的钢板防护门两种防护结构的隔爆性能进行了数值模拟和对比分析,结果表明:有泡沫铝夹层的钢板防护门对爆炸冲击波有着良好的衰减特性。同时表明该新型防护结构对洞库口部抗爆炸冲击波设计有着很高的参考价值。     

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.     

方孔蜂窝夹层板在爆炸载荷下的动态响应

通过有限元数值模拟方法,对方孔蜂窝夹层板在爆炸冲击载荷下的动态响应和变形机理进行了分析.在单位面积质量以及夹芯层的高度、宽度给定的情况下,得出了最优的夹芯层相对密度.在此相对密度下,夹层板吸收能量最多,下面板变形最小,夹层板的抗冲击性能最优.将单位面积质量相等的夹层板和实体板进行了对比分析,结果表明:夹层板具有更加优良...