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Failure similarity of scaled model under impact 冲击作用下比例模型的破坏相似度
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2026-02-01 Epub Date: 2025-09-29 DOI: 10.1016/j.ijimpeng.2025.105548
Aohan Wang , Jicheng Li , Shuai Wang , Zhifang Deng
Materials often exhibit significant damage or failure when the impact test conditions of scaled model are complex and the impact energy is high. Due to the influence of material distortion, it is usually hard to strictly satisfy the geometric similarity for model test. Meanwhile, the damage or failure behavior of materials further introduces more complex similarity requirements, and thus it is much more difficult to fully consider the thermal-visco-plastic constitutive properties as well as damage or failure characteristics of materials in model test and achieve comprehensive similarity. In order to overcome this problem and further expand the similarity law of the damage or failure behavior of materials, the present study proposes a set of material dimensionless numbers related to material failure strain and analyze its physical meaning. Subsequently, the specific expression of these dimensionless numbers corresponding to the failure criterion is deduced as an example, which reflects the essential properties of the dependency of material failure strain on stress triaxiality, strain rate and temperature, etc. The rationality and practicability of new dimensionless numbers are verified based on several numerical simulation results involving various impact conditions, including Taylor bar impact test with moderate velocity, flat-nosed rigid projectile impacts medium target, and ogive-nosed rigid projectile perforates thin target. Based on these results, the basic method of selecting the optimum similitude material in scaled model test considering both thermal-visco-plasticity and damage or failure behavior of materials will be proposed. It is demonstrated that after the satisfaction of thermal-visco-plastic similarity of materials, the scaled model can accurately replicate the deformation and damage or failure characteristics of prototype structure by further introducing the failure similarity criterion of materials, and selecting the optimum similitude materials with both thermal-visco-plastic similarity and failure similarity. Meanwhile, in the case that the damage or failure behavior of structure is more significant than its plastic deformation, the requirement from failure similarity is more important, and correspondingly the appropriate relaxation for thermal-visco-plastic similarity of materials is allowed. The proposed dimensionless numbers considering material damage or failure properties, as well as the corresponding selection method for optimum similitude materials, are of great significance for accurately predicting the dangerous points in prototype structure under impact and taking protective measures accordingly by the scaled model test.
在比例模型冲击试验条件复杂、冲击能高的情况下,材料往往表现出明显的损伤或破坏。由于材料变形的影响,通常很难严格满足模型试验的几何相似性。同时,材料的损伤或破坏行为进一步引入了更为复杂的相似要求,使得在模型试验中更加难以充分考虑材料的热粘塑性本构性能和损伤或破坏特征,实现全面的相似。为了克服这一问题,进一步拓展材料损伤或破坏行为的相似规律,本研究提出了一组与材料破坏应变相关的材料无因次数,并分析了其物理意义。随后,以实例推导了这些失效准则对应的无因次数的具体表达式,反映了材料失效应变与应力三轴性、应变速率和温度等相关的本质特性。通过中速泰勒杆冲击试验、扁头刚性弹丸冲击中靶、凸头刚性弹丸击穿薄靶等不同冲击条件的数值模拟结果,验证了新无因次数的合理性和实用性。在此基础上,提出了考虑材料热粘塑性和损伤破坏行为的比例模型试验中选择最佳相似材料的基本方法。结果表明,在满足材料的热粘塑性相似度后,通过进一步引入材料的破坏相似准则,选择热粘塑性相似度和破坏相似度都较好的相似材料,可以准确地复制原型结构的变形和损伤或破坏特征。同时,当结构的损伤或破坏行为比其塑性变形更重要时,破坏相似度的要求更为重要,相应地允许材料的热粘塑性相似度适当松弛。提出的考虑材料损伤或破坏特性的无因次数,以及相应的最佳相似材料选择方法,对于通过比例模型试验准确预测原型结构在冲击作用下的危险点并采取相应的防护措施具有重要意义。
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引用次数: 0
Fracture characterization of composite laminates under dynamic biaxial tensile loading 动态双轴拉伸载荷下复合材料层合板断裂特性研究
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2026-02-01 Epub Date: 2025-09-05 DOI: 10.1016/j.ijimpeng.2025.105526
Yajing Feng , Chang Lei , Jinheng Shi , Youcun Zhao , Ting Zhang , Hao cui
The biaxial dynamic fracture toughness of composite laminates under translaminar failure is investigated using a cruciform specimen, at a displacement rate of approximately 6m/s, employing a novel biaxial four-directional electromagnetic Hopkinson bar system. The dynamic J-integral method, combined with Digital Image Correlation (DIC) technology, is utilized to determine the dynamic fracture toughness values. Experimental results show an approximately 30 % reduction in fracture toughness under high displacement rates compared to quasi-static conditions, accompanied by a pronounced suppression of the R-curve effect. Dynamic cohesive curves, derived via CTOD-J differentiation, indicate that both fracture toughness and cohesive strength increase with the transverse loading ratio from 0 to 1. Furthermore, X-ray computed tomography (X-ray CT) reveals a significant reduction in fibre pull-out length under dynamic loading, confirming that damage evolution is strongly influenced by the displacement rate.
采用新型的双轴四向电磁霍普金森杆系统,研究了复合材料层合板在跨层破坏下的双轴动态断裂韧性。采用动态j积分法结合数字图像相关(DIC)技术确定动态断裂韧性值。实验结果表明,与准静态条件相比,高位移率下的断裂韧性降低了约30%,同时r曲线效应受到明显抑制。通过CTOD-J微分得到的动态黏结曲线表明,随着横向加载比从0增加到1,断裂韧性和黏结强度均增加。此外,x射线计算机断层扫描(x射线CT)显示,在动态加载下,纤维的拔出长度显著减少,证实了损伤的演变受到位移速率的强烈影响。
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引用次数: 0
Fracture analysis for reinforced concrete beams under impact using an enhanced interface viscoelasticity peridynamic impact-contact algorithm 基于增强界面粘弹性周动力冲击-接触算法的钢筋混凝土梁冲击断裂分析
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2026-02-01 Epub Date: 2025-09-24 DOI: 10.1016/j.ijimpeng.2025.105545
Guosheng Wang, Zengxun Xie, Dechun Lu, Zhiqiang Song, Xiuli Du
Traditional peridynamic impact-contact models satisfy momentum conservation by enforcing velocity consistency, but neglect energy conservation, leading to inaccurate energy transfer. This limitation leads to distorted simulation results of impact failure of reinforced concrete components, which cannot reasonably reflect the transmission and transformation of impact energy, thereby hindering a comprehensive understanding of their failure mechanism. A novel impact-contact algorithm is proposed ensuring conservation of both energy and momentum throughout the collision. The entire impact-contact process between the impactor and reinforced concrete beam is discretized into multiple time steps, within which the post-contact motion states are updated by solving coupled momentum–energy conservation equations for the interacting bodies. The instantaneous collision process is discretized into a series of transient contact events to ensure accurate transfer of impact energy and momentum. Furthermore, an interaction model for composite materials was established by introducing a realistic interfacial material layer between concrete and rebar. An enhanced interface viscoelastic peridynamic method was developed. Numerical simulations show an agreement with experimental results in terms of crack paths and failure modes. Analysis of crack evolution, energy dissipation, and strain rate effects reveals the mechanisms behind diagonal shear cracks and vertical tensile fractures. Parametric studies indicate that higher concrete strength and reinforcement ratios improve impact resistance, while increased impact velocity or mass promotes brittle failure. The proposed method enhances the accuracy of fracture prediction and offers insights for the safe design of reinforced concrete structures under extreme loading.
传统的周动力碰撞接触模型通过加强速度一致性来满足动量守恒,但忽略了能量守恒,导致能量传递不准确。这一限制导致钢筋混凝土构件冲击破坏模拟结果失真,不能合理反映冲击能量的传递和转化,阻碍了对其破坏机制的全面认识。提出了一种新的碰撞接触算法,保证了碰撞过程中能量和动量的守恒。将冲击器与钢筋混凝土梁的整个碰撞接触过程离散为多个时间步长,通过求解相互作用体的动量-能量耦合守恒方程来更新接触后的运动状态。将瞬时碰撞过程离散为一系列瞬态接触事件,保证了碰撞能量和动量的准确传递。在此基础上,通过引入混凝土与钢筋之间真实的界面材料层,建立了复合材料相互作用模型。提出了一种增强界面粘弹性周动力方法。数值模拟结果表明,裂纹路径和破坏模式与试验结果基本一致。对裂缝演化、能量耗散和应变率效应的分析揭示了斜向剪切裂缝和垂直拉伸裂缝背后的机制。参数化研究表明,混凝土强度和配筋率越高,抗冲击性能越好,而冲击速度或质量的增加则会促进脆性破坏。该方法提高了断裂预测的精度,为极端荷载下钢筋混凝土结构的安全设计提供了参考。
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引用次数: 0
Failure behavior of power transmission engineering lap structures under dynamic impacts 动力冲击下输电工程搭接结构的破坏行为
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2026-02-01 Epub Date: 2025-09-01 DOI: 10.1016/j.ijimpeng.2025.105515
Zhouyu Li , Xinjian Yuan , Luo Yuxiang , Ke Wang , Yikun Zhao , Jiantao Sun , Jiaxi Li , Guikun Yang , Chengju Qiu , Yuan Yuan
Unpredictable deflagration accidents in ultra-high-voltage transmission systems pose a serious threat to the stability of power networks. In this study, a drop-weight impact testing apparatus and custom-designed fixture were employed to systematically investigate the impact resistance of critical S355 lap-welded joints in transformer oil tanks under dynamic loading. The experimental results demonstrate that increasing the weld toe height significantly enhances the impact resistance of the joints, accompanied by improved load-bearing capacity, energy absorption, and plastic deformation. Building upon this, the strain rate strengthening term from the Johnson–Cook constitutive model was incorporated to modify existing empirical formulas for predicting the ultimate load of lap joints. The revised Kamtekar-based model exhibited a deviation of less than 0.1 % from experimental results, confirming its high accuracy and applicability for failure prediction under high strain rate conditions. Microstructural characterization revealed a distinct brittle–ductile–brittle fracture evolution during impact failure. Furthermore, finite element simulations accurately reproduced the complete failure process and confirmed a strong correlation between failure modes and impact velocity. The findings provide theoretical and technical support for the explosion-resistant design of UHV transformer oil tank structures.
超高压输电系统中不可预测的爆燃事故严重威胁着电网的稳定运行。采用自重冲击试验装置和定制夹具,系统研究了动载荷作用下变压器油箱S355临界搭接接头的抗冲击性能。试验结果表明,增加焊趾高度可显著提高接头的抗冲击性能,同时提高接头的承载能力、吸能能力和塑性变形。在此基础上,引入Johnson-Cook本构模型的应变率强化项,对现有搭接极限荷载预测经验公式进行修正。修正后的基于kamtekar的模型与实验结果的偏差小于0.1%,证实了其在高应变率条件下的高精度和适用性。微观结构表征揭示了在冲击破坏过程中明显的脆性-韧性-脆性断裂演化。此外,有限元模拟准确再现了完整的破坏过程,并证实了破坏模式与冲击速度之间的强相关性。研究结果为特高压变压器油箱结构的防爆设计提供了理论和技术支持。
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引用次数: 0
An improved fractal comminution approach on the scaling effect of rigid projectile penetration into semi-infinite concrete targets 一种改进的分形粉碎法研究刚性弹丸侵彻半无限混凝土目标的尺度效应
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2026-02-01 Epub Date: 2025-08-25 DOI: 10.1016/j.ijimpeng.2025.105513
Xiaolong Chen , Li Chen , Huu-Tai Thai
The scaling effect on the rigid projectile penetration into concrete is recognized as a critical factor affecting penetration depth. Existing empirical formulas have limited capacity to present the nonlinear dependence of penetration depth on strain rate effects, aggregate constraints, and projectile diameter. In this study, a new resistance term was developed on base of the improved fractal comminution approach. It characterizes the relationship between energy dissipation, fragment size, and the projectile diameter-to-aggregate size ratio. A systematic link between mesoscale fracture behavior and macroscale penetration performance was developed by incorporating this term. The resistance term was further incorporated into a semi-empirical formula to derive a new penetration predictive formula. Validation against data for 10.1 - 203 mm projectiles and ordinary concrete within the tested strength range showed improved predictive accuracy within this scope. In particular, the nonlinear variation of dimensionless penetration depth with projectile diameter was effectively captured. It was proved that the proposed approach captures the effects of strain rate and the fragment size constraints imposed by aggregate size. A physically grounded framework is thereby provided for evaluating scaling effects in the penetration depth of concrete.
刚性弹丸侵彻混凝土时的尺度效应是影响侵彻深度的重要因素。现有的经验公式在描述侵彻深度与应变率效应、骨料约束和弹丸直径的非线性关系方面能力有限。在改进的分形粉碎方法的基础上,提出了一个新的阻力项。它表征了能量耗散、破片尺寸和弹丸直径-骨料尺寸比之间的关系。通过引入这一术语,建立了中尺度断裂行为与宏观尺度侵彻性能之间的系统联系。将阻力项进一步纳入半经验公式,推导出新的侵彻预测公式。在测试强度范围内,对10.1 - 203毫米弹丸和普通混凝土的数据进行验证,表明在此范围内预测精度有所提高。特别地,有效地捕获了无量纲侵彻深度随弹丸直径的非线性变化。结果表明,该方法能够很好地反映应变速率和骨料尺寸约束对碎片尺寸的影响。因此,提供了一种物理接地框架,用于评估混凝土渗透深度中的结垢效应。
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引用次数: 0
Research on kinetic energy attenuation mechanism and characteristics of JPC penetrator under water JPC穿甲弹水下动能衰减机理及特性研究
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2026-02-01 Epub Date: 2025-10-11 DOI: 10.1016/j.ijimpeng.2025.105556
Jin Wang, Haifu Wang, Aoxin Liu, Chao Ge, Jiahao Zhang, Qingbo Yu, Yuanfeng Zheng
Shaped charge technology is widely used in seabed resource exploitation and marine military fields, and its penetration efficiency is directly affected by water. In this research, experiments, numerical simulations, and theoretical analyses were conducted to study the kinetic attenuation characteristics of underwater penetration. Through the penetration experiment of JPC into the liquid-filled structure, the penetration duration and perforation diameter under typical conditions were obtained. Based on numerical simulation, the kinetic energy attenuation mechanism was analyzed, and the simulation results were consistent with the experimental results. By combining the penetrator-water impact response, the penetrator deformation and erosion, an analytical model for the kinetic energy attenuation was proposed. The formation characteristics of JPC and the kinetic energy attenuation process with different liner circle radius and thicknesses were obtained through simulations, and the simulation results were in good agreement with the prediction results of the analytical model. Based on the analytical model, further research on the individual influence of penetrator intrinsic characteristics (e.g., morphology and velocity gradient) on kinetic energy attenuation is investigated. The results can provide important references for the design of underwater shaped charge warheads.
聚能技术广泛应用于海底资源开发和海洋军事等领域,其侵彻效率直接受到水的影响。本文通过实验、数值模拟和理论分析,研究了水下侵彻的动力衰减特性。通过JPC对充液结构的侵彻实验,得到了典型条件下JPC的侵彻时间和射孔直径。在数值模拟的基础上,分析了动能衰减机理,仿真结果与实验结果吻合较好。结合侵彻体对水的冲击响应、侵彻体的变形和冲蚀,建立了侵彻体动能衰减的解析模型。通过仿真得到了不同衬圆半径和厚度下JPC的地层特征及动能衰减过程,仿真结果与解析模型预测结果吻合较好。在此分析模型的基础上,进一步研究了侵彻弹的形态和速度梯度等特性对动能衰减的影响。研究结果可为水下聚能战斗部的设计提供重要参考。
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引用次数: 0
Dynamic model for RC members impacted by metal/PWG composite impact module 金属/PWG复合材料冲击模组冲击RC构件的动力学模型
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2026-02-01 Epub Date: 2025-10-14 DOI: 10.1016/j.ijimpeng.2025.105561
Guanxia Yang , Haijun Wu , Heng Dong , Ning Mo , Fenglei Huang
The blast simulator based on high-speed impact has the advantages of low cost, strong repeatability and easy data acquisition, and is expected to become a promising supplement to traditional blast tests. However, there is a lack of theoretical model describing the dynamic response of impact system to guide the setting of loading conditions and the evaluation of loading effects. This study focuses on the impact system of a metal/PWG composite impact module (MPCIM) impacting reinforced concrete (RC) beam, aims to develop an accurate dynamic model based on equivalent degree of freedom model for rapid prediction of the impact load and structural response of RC beam. Firstly, regardless of the influence of the impacted structure, the quasi-static and dynamic compression numerical simulations for PWG with different dimensions were carried out. The nonlinear dynamic response model of PWG considering the dimension and impact velocity of MPCIM was developed by combining machine learning methods. Then, based on Euler-Bernoulli beam theory and the impact process of MPCIM and RC beam, a resistance function of RC beam incorporating the dimension of MPCIM was derived. Finally, a novel dynamic model of the impact system that considers the characteristics of the RC beam, the MPCIM dimension, and the dynamic response of PWG was established and verified by numerical simulation results. The results show that the model can accurately predict the impact load and structural response of RC beam impacted by MPCIM.
基于高速冲击的爆炸模拟器具有成本低、可重复性强、数据采集方便等优点,有望成为传统爆炸试验的有益补充。然而,目前还缺乏描述冲击系统动态响应的理论模型来指导加载条件的设置和加载效果的评价。本研究以金属/PWG复合冲击模块(MPCIM)冲击钢筋混凝土(RC)梁的冲击系统为研究对象,旨在建立基于等效自由度模型的精确动力模型,快速预测RC梁的冲击载荷和结构响应。首先,在不考虑冲击结构影响的情况下,对不同尺寸的PWG进行了准静态和动态压缩数值模拟。结合机器学习方法,建立了考虑MPCIM尺寸和冲击速度的PWG非线性动态响应模型。然后,基于欧拉-伯努利梁理论和MPCIM与RC梁的碰撞过程,推导了考虑MPCIM尺寸的RC梁阻力函数。最后,建立了考虑RC梁特性、MPCIM尺寸和PWG动力响应的冲击系统动力学模型,并通过数值模拟结果进行了验证。结果表明,该模型能较准确地预测受MPCIM冲击的RC梁的冲击荷载和结构响应。
{"title":"Dynamic model for RC members impacted by metal/PWG composite impact module","authors":"Guanxia Yang ,&nbsp;Haijun Wu ,&nbsp;Heng Dong ,&nbsp;Ning Mo ,&nbsp;Fenglei Huang","doi":"10.1016/j.ijimpeng.2025.105561","DOIUrl":"10.1016/j.ijimpeng.2025.105561","url":null,"abstract":"<div><div>The blast simulator based on high-speed impact has the advantages of low cost, strong repeatability and easy data acquisition, and is expected to become a promising supplement to traditional blast tests. However, there is a lack of theoretical model describing the dynamic response of impact system to guide the setting of loading conditions and the evaluation of loading effects. This study focuses on the impact system of a metal/PWG composite impact module (MPCIM) impacting reinforced concrete (RC) beam, aims to develop an accurate dynamic model based on equivalent degree of freedom model for rapid prediction of the impact load and structural response of RC beam. Firstly, regardless of the influence of the impacted structure, the quasi-static and dynamic compression numerical simulations for PWG with different dimensions were carried out. The nonlinear dynamic response model of PWG considering the dimension and impact velocity of MPCIM was developed by combining machine learning methods. Then, based on Euler-Bernoulli beam theory and the impact process of MPCIM and RC beam, a resistance function of RC beam incorporating the dimension of MPCIM was derived. Finally, a novel dynamic model of the impact system that considers the characteristics of the RC beam, the MPCIM dimension, and the dynamic response of PWG was established and verified by numerical simulation results. The results show that the model can accurately predict the impact load and structural response of RC beam impacted by MPCIM.</div></div>","PeriodicalId":50318,"journal":{"name":"International Journal of Impact Engineering","volume":"208 ","pages":"Article 105561"},"PeriodicalIF":5.1,"publicationDate":"2026-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145362352","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Adiabatic shear failure in compact forced simple-shear specimens with prefabricated hole: Insights from time-resolved synchrotron X-ray imaging 具有预制孔的致密强迫单剪切试样的绝热剪切破坏:来自时间分辨同步加速器x射线成像的见解
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2026-02-01 Epub Date: 2025-09-10 DOI: 10.1016/j.ijimpeng.2025.105536
Qiyue Hou, Zhiwei Duan, Yi Zhang, Fengchao Wu, Yuan Wang, Qiang Wu, Jianbo Hu
This study investigates the effect of prefabricated holes on adiabatic shear failure (ASF) in Ti6Al4V alloy under dynamic loading. Using time-resolved X-ray imaging and finite element simulations, the role of these defects in shear localization and microvoid evolution was analyzed. The results show that defects reduce the instability strain by 2 %, accelerating shear band formation. The localized shear strain reaches 1.2, slightly lower than the theoretical value. Dynamic recrystallization (DRX) is identified as the primary mechanism driving shear localization and shear band formation. Microvoids nucleate within the shear band, potentially influenced by tensile stresses and dislocation accumulation at the grain boundaries. These findings provide insights into the microscale mechanisms of adiabatic shear failure and have implications for material design under dynamic loading.
研究了动载荷作用下预制孔对Ti6Al4V合金绝热剪切破坏(ASF)的影响。利用时间分辨x射线成像和有限元模拟,分析了这些缺陷在剪切局部化和微孔洞演化中的作用。结果表明,缺陷使失稳应变降低了2%,加速了剪切带的形成。局部剪切应变达到1.2,略低于理论值。动态再结晶(DRX)是剪切局部化和剪切带形成的主要机制。微孔在剪切带内成核,可能受到晶界处拉应力和位错积累的影响。这些发现为绝热剪切破坏的微观机制提供了见解,并对动态加载下的材料设计具有指导意义。
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引用次数: 0
Linear coupling mechanism between impact velocity and penetration velocity during the quasi-steady penetration of tungsten-alloy long-rod projectiles into 603 armor steel 钨合金长杆弹准稳态侵彻603装甲钢时冲击速度与侵彻速度的线性耦合机理
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2026-02-01 Epub Date: 2025-10-06 DOI: 10.1016/j.ijimpeng.2025.105552
Yiding Wu, Wencheng Lu, Xinyu Sun, Guangfa Gao
The quasi‑steady stage of high‑velocity penetration ultimately governs the terminal performance of long‑rod projectiles, yet existing theories rooted in classical hydrodynamics and the Alekseevskii-Tate (A‑T) model still fall short of providing a unified explanation for key phenomena such as nose-tail velocity coupling and the functional form of target resistance. In this study, a dedicated experimental programme and a rigorously validated numerical model were developed to investigate long‑rod projectiles penetrating semi‑infinite metallic targets at 1 500–2 500m/s. By rearranging the combined hydrodynamic and A‑T formulations, we scrutinised the influence of the penetration‑resistance differential under a linear impact‑to‑penetration velocity (U-V) assumption. A pixel‑level nose‑tracking technique was introduced, enabling real‑time, high‑fidelity measurement of projectile‑nose velocity, and the U-V relationship was characterised for length‑to‑diameter ratios ranging from 3.51 to 20.48. Recognising the velocity dependence of the intercept, the U-V relation predicted by the A‑T model was approximated to second order and amended with a velocity‑dependent resistance‑differential coefficient. Within the 1 500–2 500m/s regime the corrected formulation exhibits excellent agreement with the data and elucidates the transition mechanism from the A‑T model to the hydrodynamic theory of penetration (HTP) model.
高速侵彻的准稳态阶段最终决定了长杆弹的末端性能,但现有的基于经典流体力学和阿列克谢耶夫斯基-泰特(A -T)模型的理论仍然无法对鼻尾速度耦合和目标阻力的功能形式等关键现象提供统一的解释。在这项研究中,制定了一个专门的实验方案和一个经过严格验证的数值模型,以研究以1 500-2 500米/秒的速度穿透半无限金属目标的长杆弹丸。通过重新排列流体力学和A - T组合公式,我们仔细研究了在线性冲击贯入速度(U-V)假设下贯入阻力差的影响。引入了一种像素级的机头跟踪技术,实现了对弹丸机头速度的实时、高保真测量,并且U-V关系的特征为长径比为3.51至20.48。认识到截距的速度依赖性,由A - T模型预测的U-V关系近似为二阶,并用速度依赖性的阻力微分系数进行修正。在1 500-2 500米/秒范围内,修正后的公式与数据非常吻合,并阐明了从A - T模型到侵彻水动力理论(HTP)模型的过渡机制。
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引用次数: 0
Characterizing the critical initiation conditions of HMX using laser-driven flyers 利用激光驱动飞片表征HMX的临界起爆条件
IF 5.1 2区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2026-02-01 Epub Date: 2025-09-13 DOI: 10.1016/j.ijimpeng.2025.105533
J. Morand , P. Hébert , S. Kerampran , M. Arrigoni
Octogen (HMX) is widely used in detonators, by itself or in a mixture, due to its powerful detonation (pressure and velocity) and high initiation energy, combining safety and performance. Its usage in an optical slapper detonator where energy is limited requires the accurate identification of the critical initiation conditions. A tabletop system was used to generate laser-driven flyers from multi-layered metallic coatings deposited on a glass substrate. The impact velocities corresponding to the initiation thresholds were measured using photon Doppler velocimetry (PDV). Different flyer geometries were considered as they affect the critical initiation conditions, with diameters of 0.5 mm, 0.7 mm, and 1 mm, and thicknesses ranging from 4 to 40 µm. An analytical initiation criterion, selected after its comparison to several others, was combined with a numerical laser-matter interaction model to serve as both a predictive model and a guide for future laser energy threshold identification. This combination allowed the determination of the critical laser energy input for a wider range of flyer thicknesses, and also the identification of the best configuration to minimize the required energy.
由于其起爆力大(压力和速度),起爆能高,集安全与性能于一体,被广泛应用于雷管中,无论是单独使用还是混合使用。在能量有限的光学击波雷管中,需要准确识别临界起爆条件。利用桌面系统从沉积在玻璃基板上的多层金属涂层中产生激光驱动的传单。利用光子多普勒测速仪(PDV)测量了起始阈值对应的冲击速度。考虑了不同飞片几何形状对临界起爆条件的影响,飞片直径为0.5 mm、0.7 mm和1mm,厚度为4到40µm。通过对几种起始判据的比较,选择了一种解析起始判据,并将其与激光-物质相互作用的数值模型相结合,作为预测模型和未来激光能量阈值识别的指导。这种组合允许在更宽的飞片厚度范围内确定临界激光能量输入,并确定最佳配置以最小化所需能量。
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引用次数: 0
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International Journal of Impact Engineering
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