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2026年04期
青年学者论坛

激光惯性约束聚变内爆诊断技术研究综述

Review on Diagnostic Techniques for Laser Inertial Confinement Fusion Implosion

吴宇际;叶佳杰;张青;沈瑞强;罗意博;李煜;刘嘉俊; WU Yuji;YE Jiajie;ZHANG Qing;SHEN Ruiqiang;LUO Yibo;LI Yu;LIU Jiajun;

激光惯性约束聚变内爆诊断是理解聚变物理、评估压缩效率与实现点火目标的关键技术,对实现高增益稳定点火具有重要意义。基于此,按照内爆时序,系统梳理了激光惯性约束聚变中冲击波诊断、X射线成像诊断、质子诊断和中子诊断4种诊断技术的基本原理与研究进展。其中,冲击波诊断由点测量向多维成像、主被动融合演进;X射线成像已形成自发光、背光与相衬成像优势互补的诊断体系;质子诊断从被动式积分测量拓展至主动式单幅成像与时间分辨摄像;中子诊断通过能谱、产额与成像技术的协同发展,实现对离子温度、燃料面密度及热斑形貌的全面表征。在此基础上,分析了各诊断技术面临的挑战,从测量核心物理量、时间分辨率、空间分辨率、测量相对误差、适用内爆阶段、核心优势、核心瓶颈、工程化成熟度等8个维度,对4种技术及核心分支方案作了全面对比,明确了不同技术的适用边界与选型依据,并展望了其向更高精度、更全维度、更高时间分辨与智能化方向的发展趋势,旨在为我国激光聚变点火工程提供系统的诊断技术参考。

The diagnosis of laser inertial confinement fusion(ICF) implosions is critical for understanding fusion physics, evaluating compression efficiency, and achieving ignition goals. Thus, it has significant importance for realizing stable high-gain ignition. Based on the implosion timeline, this study systematically reviewed the fundamental principles and research progress of four diagnostic techniques, namely shock wave, X-ray, neutron, and proton diagnosis methods. Shock wave diagnosis has evolved from point measurements to multidimensional imaging and integrated active-passive approaches. X-ray imaging has developed into a complementary system comprising self-emission, backlighting, and phase-contrast imaging. Proton diagnosis has expanded from passive time-integrated measurements to active single-frame imaging and time-resolved imaging. Neutron diagnosis has achieved comprehensive characterizations of the ion temperature, fuel areal density, and hot spot morphology through the synergistic development of energy-spectrum, yield-measurement, and imaging technologies. Consequently, this study analyzed the challenges faced by each diagnostic technique and comprehensively compared the four technologies and core sub-approaches across eight dimensions, namely the measurement core physical quantities, temporal resolution, spatial resolution, relative measurement error, applicable implosion stages, core advantages, core bottlenecks, and engineering maturity. It clarified the applicable boundaries and selection criteria for different technologies and discussed future trends toward higher precision, fuller dimensionality, higher temporal resolution, and intelligent development, aiming to provide systematic diagnostic technology references for the laser fusion ignition project of China.

2026 年 04 期 v.40 ;
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基于网络攻击技术的分布式无人机蜂群反制方法综述

Review on Cyber-Attack-Based Countermeasures for Distributed Unmanned Aerial Vehicle Swarms

张艺驰;王乐;高久安;刘柟池;席建祥; ZHANG Yichi;WANG Le;GAO Jiuan;LIU Nanchi;XI Jianxiang;

随着现代控制技术向无人化与集群化方向延伸,分布式无人机蜂群凭借部署灵活与适应性强的优势在多个领域得到广泛应用。然而,蜂群技术的滥用对低空领域构成的威胁日益严峻,分布式无人机蜂群对现有低空防御体系提出了前所未有的挑战。基于此,本文对基于网络攻击技术的分布式无人机蜂群反制方法展开系统性综述。首先,对非合作分布式无人机蜂群进行概述,指出无人机蜂群对现有反制体系构成的严峻威胁。其次,从经典蜂群反制方法切入,分别从物理反制与电磁反制2个方面阐述现有蜂群反制技术,梳理各反制手段的优缺点及适用场景,并引出基于网络攻击的蜂群反制方法的实施方式。再次,通过概述当前网络攻击方法在分布式蜂群反制中的理论实践研究,重点阐述了基于拒绝服务攻击、欺骗攻击与诱导攻击的反制方法的作用途径、机制原理及研究进展,并对3种反制方法的优势与局限性进行分析。最后,结合分布式蜂群技术与网络攻击方法的研究现状,总结现有蜂群反制方法的局限性,探讨基于网络攻击的分布式无人机蜂群反制方法的未来发展趋势。通过对现有研究与技术方法的梳理,以期为非合作分布式无人机蜂群反制领域的研究提供参考,推动我国无人低空防御体系的建设。

With the extension of modern control technologies to unmanned and clustered systems, distributed unmanned aerial vehicle(UAV) swarms have gained widespread application across multiple domains because of their flexible deployment and strong adaptability. The abuse of UAV swarms poses an increasingly severe threat to lowaltitude airspace, and distributed UAV swarms present unprecedented challenges to existing low-altitude defense systems. This paper provided a systematic review of countermeasures for distributed UAV swarms based on cyber attacks. First, an overview of non-cooperative distributed UAV swarms was provided, highlighting the severe threat they pose to existing countermeasure systems. Second, starting from the classic swarm countermeasure methods, this study elaborated on the existing swarm countermeasure technologies from the perspectives of physical and electromagnetic countermeasures. The advantages, disadvantages, and applicable scenarios of each countermeasure method were summarized, leading to the introduction of implementation methods for cyber-attack-based swarm countermeasures. Subsequently, focusing on cyber-attack methods, an overview of current theoretical and practical researches on cyber-attack methods in swarm countermeasure was conducted. Emphasis was placed on the operational pathways, mechanisms, and research progress of countermeasure methods based on denial-of-service, deception, and induced attacks, along with an analysis of the strengths and limitations of these three methods. Finally, based on the current research status of distributed UAV swarm technology and cyber-attack methods, the limitations of existing swarm countermeasures were summarized and the future development trends for distributed UAV swarm countermeasure methods based on cyber attacks were explored. Through the review of existing research and relevant technical methods, this study aims to provide a reference for research and practice in the field of non-cooperative distributed UAV swarm countermeasures, and promote the development of unmanned low-altitude defense systems in China.

2026 年 04 期 v.40 ; 国家自然科学基金(U23B2064,62176263,62103434); 陕西省自然科学基础研究计划青年项目(2025JC-YBQN-824)
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先进半导体与电驱电控新技术·专题

开绕组永磁同步电机单相开路故障容错型预测控制

Fault-Tolerant Predictive Control for Open-Winding Permanent Magnet Synchronous Motor Under Single-Phase Open-Circuit Fault

张冬冬;蔡伯颜;黄弘韬;乙加伟;褚帅君;吴晖锽;林晓刚; ZHANG Dongdong;CAI Boyan;HUANG Hongtao;YI Jiawei;CHU Shuaijun;GOH Hui Hwang;LIN Xiaogang;

针对共直流母线型双逆变器开绕组永磁同步电机单相开路故障后可用电压矢量空间受限、传统多矢量模型预测电流控制遍历寻优计算量大以及容错运行中电流谐波和转矩脉动增大的问题,提出一种新型三矢量模型预测电流控制方法。以a相开路故障为例,首先,分析故障后由b、c两相及4个健康桥臂维持运行时的电压矢量分布规律。由16组开关状态归纳得到9个独立电压矢量,在剔除2个超出线性调制范围的大矢量后,选取6个等幅有效矢量作为控制基本矢量。在此基础上,依据无差拍预测原理计算参考电压矢量,通过参考电压所在扇区直接确定第一最优作用矢量;再结合第一矢量作用后的预测电流误差,自适应选择第二最优矢量,并以d、q轴电流误差最小为约束完成零矢量、第一矢量和第二矢量的作用时间分配,从而省去传统算法对候选扇区的逐一遍历过程。仿真结果表明:在1 000 r/min、5 N·m工况下,所提算法使b相电流总谐波畸变率由18.08%降至12.75%,转矩波动范围由约±0.4 N·m减小至约±0.2 N·m。实验结果表明:在400 r/min、5 N·m工况下,b相电流总谐波畸变率由18.57%降至13.38%;在1000r/min负载由5 N·m降至2 N·m和由2 N·m升至5 N·m时,系统调节时间分别由0.332 s、0.541 s缩短至0.278 s、0.495 s。结果验证了所提方法能够降低在线计算开销,改善单相开路故障下的电流波形质量,抑制转矩脉动,并提升系统动态抗扰能力。

To address the limited available voltage vector space, high computational burden of an exhaustive search in traditional multi-vector model predictive current control, and increased current harmonics and torque ripple during fault-tolerant operation after a single-phase open-circuit fault in a common-DC-bus dual-inverter open-winding permanent magnet synchronous motor, a novel three-vector model predictive current control method was proposed. Taking a phase-a open-circuit fault as an example, the voltage vector distribution patterns during fault-tolerant operation with phases b and c and four healthy bridge arms were first analyzed. Nine independent voltage vectors were obtained from 16 switching states. After eliminating two large vectors that exceeded the linear modulation range, six equal-amplitude effective voltage vectors were selected as the basic control vectors. A reference voltage vector was calculated using the deadbeat prediction principle, and the first optimal vector was directly determined based on the sector that contained the reference voltage vector. Then, the second optimal vector was adaptively selected based on the predicted current error after applying the first vector. The action times of the zero, first, and second vectors were allocated with the minimum d-and q-axis current errors as constraints, thereby avoiding the sequential traversal of candidate sectors required by the traditional algorithm. Simulation results show that under 1 000 r/min and 5 N·m, the proposed algorithm reduces the total harmonic distortion rate of the B-phase current from 18.08% to 12.75%, and narrows the torque fluctuation range from approximately ±0.4 N·m to ±0.2 N·m. Experimental results demonstrate that under 400 r/min and 5 N·m, the total harmonic distortion of the B-phase current decreases from 18.57% to 13.38%. Under 1 000 r/min, when the load decreases from 5 N·m to 2 N·m and then increases from 2 N·m to 5 N·m, the system regulating times decreases from 0.332 and 0.541 s, to 0.278 and 0.495 s, respectively. These results verify that the proposed method can reduce the online computational overhead, improve the current waveform quality under single-phase open-circuit faults,suppress torque ripple,and enhance the dynamic disturbance rejection capability of the system.

2026 年 04 期 v.40 ; 国家自然科学基金(52567005)
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基于CNN-BiLSTM的锂离子电池多状态联合预测方法

Convolutional Neural Network-Bidirectional Long Short-Term Memory-Based Multi-State Joint Prediction Method for Lithium-Ion Batteries

刘瀚儒;智鹏鹏;戎皓;焦胜;杨昌霖; LIU Hanru;ZHI Pengpeng;RONG Hao;JIAO Sheng;YANG Changlin;

针对锂离子电池健康状态(state of health,SOH)、荷电状态(state of charge,SOC)与能量状态(state of energy,SOE)协同预测困难的问题,提出一种基于卷积神经网络和双向长短期记忆(convolutional neural network-bidirectional long short-term memory,CNN-Bi LSTM)的电池多状态联合预测方法。首先,针对充放电运行数据中多维健康特征冗余和相关性较强的问题,分析能够反映电池状态的多维度特征参数,并采用核主成分分析法对其进行非线性降维,从而构建表征电池退化特性的低维特征空间;然后,利用CNN提取数据局部时序特征,结合Bi LSTM挖掘退化过程中的前后关联信息,并引入退化感知自注意力机制与加权均方误差损失函数来增强模型对电池老化后期关键退化特征的表征能力和样本关注程度;最后,将预测得到的SOH作为动态边界约束引入SOC与SOE的估计过程,构建多状态闭环联合预测框架。在NASA锂离子电池数据集上的实验结果表明:所提方法对电池SOH预测结果的均方根误差为0.013 8,相较于次优方法 DAE-CNN-Bi LSTM-Attention降低了27.7%;在多状态协同估计中,对电池SOC和SOE预测结果的均方根误差均为0.003 1,较次优方法分别降低了26.19%和39.22%,同时能够较好地跟踪电池退化趋势,实现对电池多状态的协同准确预测。

To address the challenge of joint prediction of lithium-ion battery state of health(SOH), state of charge(SOC), and state of energy(SOE), a joint prediction method based on convolutional neural network-bidirectional long short-term memory(CNN-Bi LSTM) was proposed. First, to overcome the redundancy and strong correlation of multidimensional health features in charge/discharge operational data, multi-dimensional feature parameters reflecting battery states were analyzed, and kernel principal component analysis method was employed for nonlinear dimensionality reduction. Thus, a low-dimensional feature space was constructed to characterize batterydegradation properties. Consequently, a convolutional neural network was utilized to extract local temporal features of data, and a bidirectional long short-term memory network was incorporated to mine forward and backward correlation information during degradation. A degradation-aware self-attention mechanism and weighted mean squared error loss function were introduced to enhance the ability of the model to represent critical degradation features in the later stage of battery aging and increase sample attention. Finally, the predicted SOH was incorporated as a dynamic boundary constraint into the SOC and SOE estimation processes, establishing a closed-loop multi-state joint prediction framework. Experimental results on the NASA lithium-ion battery dataset demonstrate that the proposed method achieves a root mean square error of 0.013 8 for SOH prediction, which is a reduction of 27.7% compared to the suboptimal method DAE-CNN-Bi LSTM-Attention. In the multi-state joint estimation, the prediction root mean squared error values for both the SOC and SOE reach 0.003 1, representing reductions of 26.19% and 39.22%, respectively, compared to the suboptimal method. The proposed method can effectively track the battery degradation trend while enabling accurate multi-state joint predictions.

2026 年 04 期 v.40 ; 广东省基础与应用基础研究基金(2025A1515010487); 湖州市重点研发计划(2024ZD2029)
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工程结构抗爆与抗冲击防护·专题

内置传力芯柱的钢管混凝土柱脚力学性能研究

Mechanical Performance of Concrete-Filled Steel Tube Column Bases with a Load-Transfer Core

薛红京;王啸辰;张国伟;束伟农;蔡青;刘静洋; XUE Hongjing;WANG Xiaochen;ZHANG Guowei;SHU Weinong;CAI Qing;LIU Jingyang;Beijing Institute of Architectural Design Co.Ltd.;China Academy of Building Research Co.Ltd.;

针对传统埋入式柱脚施工繁琐、经济性差及外露式柱脚抗震性能不足等问题,提出一种内置传力芯柱的钢管混凝土(concrete-filled steel tube,CFST)柱脚。该构造通过在钢管内部设置钢筋混凝土核心柱,并与内壁栓钉协同工作,从而形成高效组合传力机制。为系统评估CFST柱脚力学性能,采用1∶4缩尺拟静力试验与精细化有限元模拟,研究了其破坏模式、滞回特性及抗震性能,并与同规格外露式及埋入式柱脚进行对比。结果表明:CFST柱脚的受力机制类似于钢筋混凝土结构,破坏过程呈现明显塑性发展特征,最终破坏模式为柱脚区域混凝土压溃及内部纵筋屈服,表现出典型的延性破坏特征。与外露式柱脚相比,CFST柱脚的承载力与延性显著提升,骨架曲线下降平缓,累计耗能能力增幅超过130%,刚度退化更为缓慢,综合抗震性能得到实质性改善。与埋入式柱脚相比,CFST柱脚的极限承载力基本相当,但在大变形阶段其承载力保持率达92%,有效避免了因局部屈曲引发的脆性破坏,展现出更优越的延性性能和抗倒塌能力。此外,CFST柱脚采用外露式构造,避免了深埋作业,在确保良好抗震能力的同时显著简化了施工流程,降低了工程造价。该研究为钢结构柱脚提供了一种兼具技术先进性与经济可行性的新型解决方案。

To address the construction complexity and poor economic efficiency of traditional embedded column bases, as well as the insufficient seismic performance of exposed column bases, a novel concrete-filled steel tube(CFST) column base with a load-transfer core was proposed. This configuration incorporated a reinforced concrete core column inside a steel tube, which collaborated with inner-wall studs to establish an efficient composite load-transfer mechanism. To systematically evaluate the mechanical performance of CFST column bases, 1:4 scale quasi-static tests and refined finite element simulations were conducted to study the failure mode, hysteretic behavior, and seismic performance. The results were compared with those for exposed and embedded column bases with identical specifications. The force mechanism of the CFST column bases resembled that of reinforced concrete structures, with pronounced plastic development during the failure process. The final failure mode involved concrete crushing in the column base region and yielding of the internal longitudinal reinforcement, demonstrating typical ductile failure characteristics. Compared with exposed column bases, CFST column bases showed a significantly enhanced bearing capacity and ductility, with a gently declining skeleton curve, an increase in their cumulative energy dissipation capacity exceeding 130%, and slower stiffness degradation, representing a substantial improvement in comprehensive seismic performance. Compared with embedded column bases, CFST column bases achieved a comparable ultimate bearing capacity but maintained 92% of the capacity during large deformation stages, effectively avoiding the brittle failure caused by local buckling, exhibiting superior ductility and collapse resistance. Furthermore, the CFST column bases had an exposed configuration, which eliminated deep embedding requirements, significantly simplifying construction processes and reducing project costs, while ensuring robust seismic resistance. The result of this study provides a novel solution for steel column bases that combines technical advancement with economic feasibility.

2026 年 04 期 v.40 ; 国家重点研发计划项目(2022YFC3801800); 国家自然科学基金项目(52478166)
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