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Fatigue fracture of last stage X20Cr13 low pressure turbine (LPT) blade from 600 MW thermal power station 600mw火电厂X20Cr13低压汽轮机末级叶片疲劳断裂
IF 3.5 2区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-06 DOI: 10.1016/j.ijpvp.2026.105751
Chidambaram Subramanian , Swarup Kr Laha , Sourav Kansabanik , Biplab Swarnakar , Debashis Ghosh
The last stage low pressure LP steam turbine blade operated for 3000 rpm was failed after 42000 equivalent hours of operation from 600 MW thermo electric plant. The fractured blade was investigated and compared with virgin blade to determine the failure mode. Visual examination, chemical analysis, uni-axial tensile, V-notch impact tests, bulk hardness, EDX, fractography and microstructural characterization were conducted on the fractured blade. Further, wet fluorescent magnetic particle inspection and surface roughness measurement conducted on virgin blade as well. Initial visual analysis suggested that chevron cracking accompanied with several ratchet marks. Moreover, dynamic analysis of last stage virgin blade was performed and evidenced that natural frequency was stable. Modal analysis had predicted using Finite Element Analysis. Both experimental and theoretical frequencies had been closely matched, and natural frequencies were well below the resonant frequency, thus, vibration had not induced fatigue fracture. Moreover, fractured blade was fractographic and metallographic analyzed for fatigue fracture characterization. An engineering failure analysis suggested that several non-metallic inclusions have been de-bonded at crack origin zone. Multiple source of fatigue cracks have been initiated adjacent to material anomalies and fatigue fracture propagated by alternating centrifugal induced tensile stress. Fine curved striations have been evidenced on fatigue crack initiation and propagation zones. The blade exhibited tempered martensite and tensile properties including hardness were within the specifications. The presence of anomalies including non-metallic inclusions and internal volumetric material defects has been linked with poor blade toughness which had reduced the fatigue resistance of last stage blade. Interaction of manganese sulfide inclusions with complex alternating centrifugal and bending stress had induced fatigue fracture. Several recommendations including blade manufacturing by clean steel technology are suggested based on various obtained evidences to prevent LPT blade failures in power plants.
600 MW热电厂最后一级3000转低压低压汽轮机叶片在运行42000等效小时后发生故障。对断裂叶片进行了研究,并与未断裂叶片进行了对比,确定了叶片的失效模式。对断裂叶片进行了目视检查、化学分析、单轴拉伸、v形缺口冲击试验、体硬度、EDX、断口学和显微组织表征。对未加工叶片进行湿式荧光磁粉检测和表面粗糙度测量。初步的目视分析表明,纹样开裂伴有几个棘轮痕迹。最后对叶片进行了动态分析,证明了叶片固有频率是稳定的。模态分析采用有限元法进行预测。实验频率和理论频率非常接近,固有频率远低于共振频率,因此振动不会引起疲劳断裂。并对断裂叶片进行了断口和金相分析,进行了疲劳断裂表征。工程失效分析表明,裂纹起始区出现了多种非金属夹杂物的脱粘现象。在材料异常和由交变离心诱发的拉应力引起的疲劳断裂附近产生了多种疲劳裂纹源。在疲劳裂纹萌生和扩展区发现了细小的弯曲条纹。叶片表现出回火马氏体和拉伸性能,包括硬度在规格范围内。非金属夹杂物和内部体积材料缺陷等异常的存在与叶片韧性差有关,从而降低了末级叶片的抗疲劳能力。硫化锰包裹体与复杂的交变离心和弯曲应力相互作用导致疲劳断裂。根据已获得的各种证据,提出了一些建议,包括采用清洁钢技术制造叶片,以防止发电厂LPT叶片失效。
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引用次数: 0
Analytical and experimental determination of the failure-critical pressure of pipe structures manufactured by PBF-LB/M PBF-LB/M制管结构失效临界压力的分析与实验测定
IF 3.5 2区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-06 DOI: 10.1016/j.ijpvp.2026.105753
T. Koers , B. Magyar , C. Bödger , T. Tröster
The state of the art shows that PBF-LB/M offers great potential for pressure-loaded parts, with significant weight reductions and simultaneous optimization of flow resistance. This study is aimed at applying existing calculation methods for pressure-loaded parts to additively manufactured pipe structures, considering the two materials EN AC-43000 (3.2381, AlSi10Mg) and AISI 316L (1.4404, X2CrNiMo17-12-2). For this purpose, systematic tensile tests are carried out for both materials. In addition, a statistical evaluation is performed to determine the design-relevant strength characteristics with a survival probability Ps of 97.5 % for both materials in the as-built and heat-treated condition.
Pipe specimens are manufactured, half of which are heat treated, geometrically measured and then subjected to a burst pressure test to experimentally determine the failure-critical internal pressure. These results are compared with calculated burst pressures. The calculations are based on the application-relevant methods identified in this study, considering the strength values determined for the respective material condition. This comparison is used to assess the suitability of the calculation methods for additively manufactured pipe structures, based on the materials investigated.
目前的研究表明,PBF-LB/M为压力负载部件提供了巨大的潜力,可以显著减轻重量,同时优化流动阻力。本研究以EN AC-43000 (3.2381, AlSi10Mg)和AISI 316L (1.4404, X2CrNiMo17-12-2)两种材料为研究对象,将现有的压力载荷零件计算方法应用于增材制造管材结构。为此,对两种材料进行了系统的拉伸试验。此外,还进行了统计评估,以确定与设计相关的强度特性,在制造和热处理条件下,两种材料的生存概率Ps均为97.5%。制造管道样品,其中一半经过热处理,几何测量,然后进行爆裂压力测试,以实验确定失效临界内压力。这些结果与计算的破裂压力进行了比较。计算基于本研究中确定的与应用相关的方法,考虑到各自材料条件下确定的强度值。这种比较是用来评估计算方法的适用性增材制造管结构,基于所调查的材料。
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引用次数: 0
Ball indentation test: A versatile small-scale testing method for evaluating mechanical properties of materials 球压痕试验:一种评价材料机械性能的通用小尺度试验方法
IF 3.5 2区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-03 DOI: 10.1016/j.ijpvp.2025.105740
M.D. Mathew , J. Ganesh Kumar , K. Linga Murty
The ball indentation (BI) technique is a versatile and efficient small-scale testing method employed to assess the mechanical properties of metallic materials. In this method, a compressive force is gradually applied to a spherical indenter, which is pressed onto the material’s surface until a predetermined indentation depth is achieved. The indenter is then partially unloaded and reloaded. This loading-unloading cycle is repeated several times at incrementally increasing depths. Throughout the test, the indentation depth and the corresponding load are measured. This data is used to generate a load-depth curve. By combining semi-empirical relationships with elasticity and plasticity theories, this analysis yields the stress-strain curve that is characteristic of the material’s response to multiaxial indentation loading.
Key mechanical properties derived from the BI tests include hardness, flow curve, yield strength, ultimate tensile strength, and indentation energy to fracture. This testing method facilitates localized, point-to-point assessment of the mechanical properties of metallic materials. The technique is advantageous in evaluating narrow microstructural zones within weldments. The test method is minimally invasive as well. This makes ball indentation testing attractive for assessing the mechanical properties of structural components in service and for extending their life without compromising component integrity. The paper discusses a range of BI applications. Theoretical models, AI-assisted data analysis, portable in-situ BI system, and other critical issues, as well as future scenarios, are also discussed.
球压痕(BI)技术是一种多功能、高效的小型测试方法,用于评估金属材料的力学性能。在这种方法中,压缩力逐渐施加到球形压头上,压在材料表面上,直到达到预定的压痕深度。然后部分卸载和重新加载压头。这种加载-卸载循环在逐渐增加的深度上重复数次。在整个试验过程中,测量了压痕深度和相应的载荷。该数据用于生成负载-深度曲线。通过将半经验关系与弹性和塑性理论相结合,该分析得出了材料对多轴压痕载荷响应的特征应力-应变曲线。BI测试的主要力学性能包括硬度、流动曲线、屈服强度、极限抗拉强度和压痕断裂能。这种测试方法便于对金属材料的机械性能进行局部、点对点的评估。该技术有利于评估焊缝内狭窄的显微组织区域。这种检测方法也是微创的。这使得球压痕测试在评估使用中的结构部件的机械性能和延长其寿命而不影响部件完整性方面具有吸引力。本文讨论了一系列BI应用。理论模型,人工智能辅助数据分析,便携式原位BI系统,以及其他关键问题,以及未来的场景也进行了讨论。
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引用次数: 0
Experimental investigation on full-scale fracture behavior and dynamic response of supercritical CO2 pipelines with N2 impurities 含N2杂质超临界CO2管道全尺寸断裂行为及动态响应试验研究
IF 3.5 2区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2026-01-03 DOI: 10.1016/j.ijpvp.2025.105741
Lei Chen , Wenjing Yang , Jianping Zhou , Zhenxi Liu , Zhanshu Lv , Yanwei Hu , Jian Li , Xingqing Yan , Jianliang Yu , Shaoyun Chen
To address the safety risks associated with pipeline fractures in carbon capture, utilization, and storage (CCUS) systems, this study constructed a full-scale experimental platform for supercritical CO2 pipelines containing impurities and conducted systematic fracture tests under three sets of conditions with varying initial pressures (9.8–11.6 MPa) and N2 molar concentrations (2 %–4 %). A self-developed data acquisition system, integrated with high-frequency pressure transducers, T-type armored thermocouples, and a high-speed camera (capturing crack propagation processes), was employed to monitor the dynamic evolutions of pressure, temperature, decompression wave propagation, and crack tip behavior during pipeline fracture. The results indicated that pipeline fracture induced four distinct pressure change stages: rapid decline (Stage Ⅰ), pressure oscillation (Stage Ⅱ), negative exponential decline (Stage Ⅲ), and static leakage (Stage Ⅳ). Axially, the internal temperature decreased first near the fracture and later at locations farther from it; vertically, the minimum temperature at all measuring points predominantly occurred at the pipeline bottom. The decompression wave velocity exhibited a linear decrease in Stage Ⅰ, formed a “pressure plateau” in Stage Ⅱ, and decreased irregularly in Stages Ⅲ–Ⅳ due to subcooled and superheated states caused by pressure instability. Higher initial pressure and N2 molar concentration both contributed to an increase in the initial decompression wave velocity and the “pressure plateau” value. Additionally, the self-designed fracture recording system successfully captured the complete process of pipeline failure, crack initiation, ductile propagation, and arrest. The crack tip opening angle (CTOA) fluctuated within 14.3°–21.2° along the propagation path and showed a gradual decreasing trend, while the crack propagation velocity first increased, maintained a stable phase, and then decreased. Notably, a higher N2 molar concentration led to a higher stable fracture velocity. This research provides critical experimental data and theoretical support for the safety design and fracture control of supercritical CO2 pipelines in CCUS projects.
为了解决碳捕集利用与封存(CCUS)系统中管道断裂的安全隐患,本研究构建了含杂质超临界CO2管道的全尺寸实验平台,在初始压力(9.8 ~ 11.6 MPa)和N2摩尔浓度(2% ~ 4%)三组条件下进行了系统的断裂试验。采用自主研发的数据采集系统,集成了高频压力传感器、t型铠装热电偶和高速摄像机(捕捉裂纹扩展过程),监测管道断裂过程中压力、温度、减压波传播和裂纹尖端行为的动态演变。结果表明:管道断裂导致了4个不同的压力变化阶段:快速下降(Ⅰ阶段)、压力振荡(Ⅱ阶段)、负指数下降(Ⅲ阶段)和静态泄漏(Ⅳ阶段)。轴向上,内部温度在断口附近先下降,远离断口处温度下降较慢;垂直方向上,各测点的最低温度主要出现在管道底部。减压波速在Ⅰ阶段呈线性下降,在Ⅱ阶段形成“压力平台”,在Ⅲ~Ⅳ阶段由于压力不稳定引起的过冷和过热状态而不规则下降。较高的初始压力和N2摩尔浓度均有助于初始减压波速和“压力平台”值的增加。此外,自主设计的断裂记录系统成功捕获了管道失效、裂纹萌生、延性扩展和止裂的完整过程。裂纹尖端张开角(CTOA)沿扩展路径在14.3°~ 21.2°范围内波动,并呈逐渐减小的趋势,而裂纹扩展速度先增大后保持稳定阶段,然后减小。N2摩尔浓度越高,稳定断裂速度越快。该研究为CCUS项目中超临界CO2管道的安全设计和断裂控制提供了重要的实验数据和理论支持。
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引用次数: 0
Intelligent prediction of crack stress intensity factors for nuclear-grade pressure vessels based on XFEM-PSONN collaboration 基于XFEM-PSONN协同的核级压力容器裂纹应力强度因子智能预测
IF 3.5 2区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2025-12-31 DOI: 10.1016/j.ijpvp.2025.105744
Kai Liu, WeiWei Liu, ShaoWei Wu, BoQun Xie, Xin Liu
The reactor pressure vessels (RPVs) are key components in nuclear power plants, and their structural integrity assessment is of great significance for the safe and stable operation of nuclear power plants. To address issues such as low computational efficiency and limited applicability of existing assessment methods, this study proposes an innovative collaborative prediction method based on the extended finite element method (XFEM) and the particle swarm optimization neural network (PSONN). This method enables rapid and accurate prediction of stress intensity factors (SIFs) under the combined influence of multiple parameters including crack geometric parameters, container structure dimensions and internal pressure. Firstly, a parametric model including typical crack configurations such as beltline shells and nozzle corners is established using XFEM, and a comprehensive database of SIFs is constructed. By systematically comparing the predictive performance of eight machine learning (ML) algorithms, a neural network model based on Particle Swarm Optimization is developed. And K-fold cross-validation and grid search techniques are adopted to optimize the model's hyperparameters. The interpretability analysis of SHAP indicates that internal pressure and crack inclination Angle are the most critical parameters affecting the prediction accuracy. By effectively integrating the physical accuracy of XFEM with the computational efficiency of PSONN, the proposed method provides a practical tool for rapid and accurate safety assessment upon crack detection in in-service inspections.
反应堆压力容器是核电站的关键部件,其结构完整性评估对核电站的安全稳定运行具有重要意义。针对现有评估方法计算效率低、适用性有限等问题,提出了一种基于扩展有限元法(XFEM)和粒子群优化神经网络(PSONN)的创新协同预测方法。该方法能够快速准确地预测裂纹几何参数、容器结构尺寸和内压等多种参数综合影响下的应力强度因子。首先,采用XFEM方法建立了包含带线壳和喷管角等典型裂纹形态的参数化模型,并构建了完整的SIFs数据库;通过系统比较八种机器学习算法的预测性能,建立了基于粒子群优化的神经网络模型。采用K-fold交叉验证和网格搜索技术对模型的超参数进行优化。SHAP的可解释性分析表明,内部压力和裂缝倾角是影响预测精度的最关键参数。该方法将XFEM的物理精度与PSONN的计算效率有效地结合起来,为在役检测中快速准确地进行裂纹检测安全评估提供了实用工具。
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引用次数: 0
Stress distribution characteristics and intelligent online monitoring methods for multilayer wound pressure vessel 多层缠绕压力容器应力分布特征及智能在线监测方法
IF 3.5 2区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2025-12-30 DOI: 10.1016/j.ijpvp.2025.105742
Ruiyuan Xue , Xuezong Zhang , Juyin Zhang , Xueping Wang , Yongnan Zhang , Linbin Li , Yongzhi Luo
A digital twin-driven online stress prediction method is proposed to address the stress monitoring requirements for multi-layer wrapped high-pressure hydrogen storage vessels. This method establishes a phased computational framework (offline/online): During the offline phase, the global stress field is computed using the Finite Element Method (FEM), and a random forest hybrid regression prediction model incorporating the whale optimization algorithm (WOA-RF) is trained to establish the mapping relationship between container load, structural features, node coordinates, and stress. During the online phase, the deviation between measured local stresses and offline-predicted stresses is first calculated. Subsequently, a K-Nearest Neighbors (KNN) algorithm constructs a surrogate model linking load-node coordinates to stress deviation. Ultimately, the KNN model is driven by locally acquired real-time measurement data, utilizing its output stress deviation to perform real-time corrections on WOA-RF prediction results, thereby achieving global twin stress prediction for the monitored vessel. To establish a more accurate finite element model during the offline phase, this paper innovatively derives a method for inverting interlayer preload in multilayer vessels based on measured data. Verification conducted on a multi-layer wrapped high-pressure reactor demonstrated that the proposed stress monitoring method achieved prediction errors ranging from 0.4 % to 10 %. Furthermore, the findings elucidate the random and non-uniform stress distribution characteristics exhibited by multi-layer wrapped vessels under loading, which stem from the complex interlayer preload generated during the manufacturing process.
针对多层包裹高压储氢容器的应力监测需求,提出了一种数字双驱动在线应力预测方法。该方法建立了分阶段(离线/在线)计算框架:在离线阶段,采用有限元法(FEM)计算全局应力场,并结合鲸鱼优化算法(WOA-RF)训练随机森林混合回归预测模型,建立集装箱载荷、结构特征、节点坐标与应力之间的映射关系。在在线阶段,首先计算实测的局部应力与离线预测应力之间的偏差。随后,利用k近邻(KNN)算法构建了连接荷载节点坐标与应力偏差的代理模型。最终,KNN模型由本地获取的实时测量数据驱动,利用其输出应力偏差对WOA-RF预测结果进行实时修正,从而实现对被监测船舶的全局双应力预测。为了在离线阶段建立更精确的有限元模型,本文创新性地推导了一种基于实测数据的多层容器层间预紧力反演方法。在多层包覆高压反应器上进行的验证表明,该方法的预测误差在0.4% ~ 10%之间。此外,研究结果阐明了多层包裹容器在载荷作用下表现出的随机和非均匀应力分布特征,这源于制造过程中产生的复杂层间预紧力。
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引用次数: 0
Assessment of tensile properties and fracture toughness of ultra-high-strength oil casing steels via instrumented spherical indentation test 用仪器球形压痕试验评价超高强度石油套管钢的拉伸性能和断裂韧性
IF 3.5 2区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2025-12-30 DOI: 10.1016/j.ijpvp.2025.105739
Feng Yu , Jian Fang , Mingcheng Sun , Feng Zhang , Jianwei Zhang , Yingzhi Li
To address the demand for rapid, non-destructive, and accurate characterization of ultra-high-strength oil casing steels in H2S-containing environments, this study combined standard tests with the instrumented spherical indentation test (ISIT) to evaluate the tensile properties, fracture toughness, and post-hydrogen-induced cracking (HIC) performance of three XCoMo-series steels (Q125, Q140, Q165). Key findings: 1) The three steels broke the strength-toughness trade-off, with Q165 showing the best performance due to the synergy of grain refinement and alloy strengthening. 2) Validated against ISO standards, ISIT achieved prediction errors of ≤10 % for yield stress, ≤5 % for ultimate tensile stress, and ≤15 % for fracture toughness, enabling non-destructive, and rapid in-situ characterization. 3) After HIC exposure, all three steels showed an elastic modulus decrease of ≥25.4 % with grade-specific strength response characteristics, while Q165 maintained the smallest fracture toughness reduction (3.3 %). Notably, ISIT realized quantitative characterization of HIC-induced performance degradation, successfully filling the evaluation gap of traditional HIC tests and providing direct data support for performance degradation assessment.
为了满足在含硫化氢环境下对超高强度石油套管钢进行快速、无损和准确表征的需求,本研究将标准测试与仪器球形压痕测试(ISIT)相结合,评估了三种xcomo系列钢(Q125、Q140、Q165)的拉伸性能、断裂韧性和氢致开裂(HIC)性能。主要发现:1)3种钢打破了强度与韧性的权衡关系,晶粒细化和合金强化的协同作用使Q165表现出最佳性能。2)根据ISO标准进行验证,ISIT的屈服应力预测误差≤10%,极限拉伸应力预测误差≤5%,断裂韧性预测误差≤15%,实现了无损、快速的原位表征。3) HIC处理后,3种钢的弹性模量下降幅度均≥25.4%,且具有等级强度响应特征,其中Q165钢的断裂韧性下降幅度最小(3.3%)。值得注意的是,ISIT实现了HIC引起的性能退化的定量表征,成功地填补了传统HIC测试的评估空白,为性能退化评估提供了直接的数据支持。
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引用次数: 0
Creep life prediction of 2.25Cr1Mo0.25V steel using cross-material transfer learning, automatic hyperparameter optimization, and Bagging ensemble 基于跨材料传递学习、自动超参数优化和Bagging集成的2.25Cr1Mo0.25V钢蠕变寿命预测
IF 3.5 2区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2025-12-26 DOI: 10.1016/j.ijpvp.2025.105734
You Li , Bieerlan Jianayihan , Zhenyu Wang , Peng Jiao , Chaoxu Guan , Hao Huang
2.25Cr1Mo0.25V steel is widely adopted in critical high-temperature components across the petrochemical and power energy sectors. Owing to extended service under harsh conditions, creep rupture emerges as the primary failure mode encountered in this steel. However, the limited availability of creep data significantly constrains the efficacy of conventional empirical and data-driven techniques in accurately predicting the creep life of 2.25Cr1Mo0.25V steel. To address this issue, a novel methodology was introduced for predicting the creep life of 2.25Cr1Mo0.25V steel, utilizing cross-material transfer learning (TL), automatic hyperparameter optimization (auto-HPO), and Bagging ensemble techniques. Here, three TL strategies were developed and evaluated: a baseline network, a variant augmented with weight coefficients (W-TL network), and a dual-enhanced model incorporating both weight coefficients and residual connections (W-Res-TL model). Meanwhile, four auto-HPO algorithms—Random, TPE, Naive Evolution, and Anneal—were implemented over an extensive hyperparameter search space. During the auto-HPO process, the performance of TL was evaluated through 5-fold cross-validation, utilizing Smooth L1 Loss as the metric. Results demonstrated that the W-Res-TL network, when integrated with Naive Evolution, exhibits superior performance. Thus, an ensemble comprising 100 instances of this network was developed. The resulting Bagging model was systematically discussed with respect to accuracy, extrapolation performance, and SHAP-based interpretability. Accuracy assessment showed that the W-Res-TL Bagging model consistently attains high predictive precision on both the training and test sets. Extrapolation analysis suggested that the W-Res-TL Bagging model demonstrates strong generalization capabilities across a broad spectrum of temperatures and stresses, without yielding any non-physical results. SHAP analysis substantiated the model's interpretability by elucidating the contribution of input features to its predictions. Moreover, the performance of proposed creep life modeling framework was demonstrated to surpass that of the traditional Larson-Miller method as well as six widely employed machine learning (ML) algorithms. This can be attributed to the effective capability of the W-Res-TL approach in capturing and transferring the inherent creep knowledge of CrMo steels to 2.25Cr1Mo0.25V steel. This study can facilitate the accurate and rapid prediction of creep life for materials characterized by scarce creep data.
2.25Cr1Mo0.25V钢广泛应用于石化和电力能源领域的关键高温部件。由于在恶劣条件下的长期使用,蠕变断裂成为这种钢遇到的主要破坏模式。然而,蠕变数据的有限可用性极大地限制了传统经验和数据驱动技术在准确预测2.25Cr1Mo0.25V钢蠕变寿命方面的有效性。为了解决这一问题,引入了一种新的方法来预测2.25Cr1Mo0.25V钢的蠕变寿命,该方法利用了跨材料转移学习(TL)、自动超参数优化(auto-HPO)和Bagging集成技术。本研究开发并评估了三种TL策略:基线网络、增加权重系数的变体(W-TL网络)和包含权重系数和剩余连接的双重增强模型(W-Res-TL模型)。同时,在广泛的超参数搜索空间上实现了随机、TPE、朴素进化和退火四种自动hpo算法。在自动hpo过程中,使用平滑L1损耗作为度量,通过5次交叉验证来评估TL的性能。结果表明,当W-Res-TL网络与朴素进化相结合时,表现出优异的性能。因此,开发了一个包含100个该网络实例的集合。系统地讨论了所得Bagging模型的准确性、外推性能和基于shap的可解释性。准确度评估表明,W-Res-TL Bagging模型在训练集和测试集上都具有较高的预测精度。外推分析表明,W-Res-TL Bagging模型在广泛的温度和应力范围内具有很强的泛化能力,而不会产生任何非物理结果。SHAP分析通过阐明输入特征对其预测的贡献,证实了模型的可解释性。此外,所提出的蠕变寿命建模框架的性能优于传统的Larson-Miller方法以及六种广泛使用的机器学习(ML)算法。这可归因于W-Res-TL方法在捕获和传递CrMo钢固有蠕变知识到2.25Cr1Mo0.25V钢方面的有效能力。对于蠕变数据稀缺的材料,本研究可以准确、快速地预测其蠕变寿命。
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引用次数: 0
Neural network-aided constitutive modeling of cyclic softening in 2.25Cr–1Mo steel across temperatures and strain amplitudes 2.25Cr-1Mo钢跨温度和应变幅值循环软化的神经网络辅助本构建模
IF 3.5 2区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2025-12-26 DOI: 10.1016/j.ijpvp.2025.105738
Fuhai Gao , Cheng Li , Rou Du , Jianguo Gong , Xiaoming Liu , Fuzhen Xuan
2.25Cr–1Mo steel is widely used in high-temperature components of nuclear and fossil power plants. Accurate modelling of its cyclic behavior over a wide temperature range is essential for structure integrity assessment. In this study, a Chaboche-type constitutive model is employed to describe the cyclic response of 2.25Cr–1Mo steel under various strain amplitudes and temperatures. The isotropic hardening parameter Q, defined as the difference between the initial and the stabilized peak stresses, plays a key role in characterizing cyclic softening. To capture the coupled dependence of Q on strain amplitude and temperature, a physics-constrained neural network was developed. The approach incorporates experimental scatter into the calibration process. The predicted parameters are expressed as logarithmic functions of temperature, enabling smooth interpolation and direct implementation in finite element simulations. The proposed model reproduces the experimental cyclic softening behavior with good accuracy. This framework provides a practical and reliable tool for fatigue and inelastic analysis of high-temperature structural components.
2.25Cr-1Mo钢广泛用于核电站和火电厂的高温部件。在较宽的温度范围内对其循环行为进行精确建模对于结构完整性评估至关重要。本研究采用chaboche型本构模型来描述2.25Cr-1Mo钢在不同应变幅值和温度下的循环响应。各向同性硬化参数Q是表征循环软化的关键参数,其定义为初始峰值应力与稳定峰值应力之差。为了捕获Q与应变振幅和温度的耦合关系,开发了物理约束神经网络。该方法将实验散射引入到标定过程中。预测参数被表示为温度的对数函数,可以平滑插值和直接在有限元模拟中实现。该模型较好地再现了试验循环软化行为。该框架为高温结构构件的疲劳和非弹性分析提供了实用可靠的工具。
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引用次数: 0
TFA_Net: A time-frequency attention network for enhancing defect recognition and noise robustness in ultrasonic guided wave pipeline inspection TFA_Net:一种增强超声导波管道缺陷识别和噪声鲁棒性的时频注意网络
IF 3.5 2区 工程技术 Q2 ENGINEERING, MECHANICAL Pub Date : 2025-12-25 DOI: 10.1016/j.ijpvp.2025.105735
Yunliang Zhao , Donglin Tang , Chao Ding , Heng Cheng
Ultrasonic guided wave-based pipeline defect detection is crucial for achieving efficient and cost-effective structural health monitoring of pipelines. However, signal attenuation and noise interference during wave propagation severely hinder the accurate identification of defect signals. To address this challenge, a Time-Frequency Attention Network (TFA_Net) is proposed, integrating time-frequency domain signal processing with deep learning techniques to improve defect recognition accuracy and enhance noise robustness in ultrasonic guided wave signals. First, the Ultrasonic Guided Wave Defect Dataset (UGW-Dataset) was established, including experimental and simulated data, covering cracks and corrosion defects of various sizes and shapes. Next, a time-frequency attention block (TFA_Block) was designed in TFA_Net to perform multi-scale feature extraction in both time and frequency domains, enabling effective capture of global and local characteristics of defect signals. Experimental results demonstrate that TFA_Net achieves a defect recognition accuracy of 99.4 % on the UGW-Dataset, confirming its exceptional feature extraction and defect recognition capabilities. Furthermore, TFA_Block significantly enhances the robustness of TFA_Net within the signal-to-noise ratio (SNR) range from 40 dB to 10 dB, effectively mitigating the negative impact of noise on recognition accuracy. This study provides an efficient and noise-resilient approach for defect recognition in pipeline structural health monitoring (SHM).
超声导波管道缺陷检测是实现高效、经济的管道结构健康监测的关键。然而,波传播过程中的信号衰减和噪声干扰严重阻碍了缺陷信号的准确识别。为了解决这一挑战,提出了一种时频注意网络(TFA_Net),将时频域信号处理与深度学习技术相结合,以提高超声导波信号的缺陷识别精度和增强噪声鲁棒性。首先,建立了超声导波缺陷数据集(UGW-Dataset),包括实验数据和模拟数据,涵盖了不同尺寸和形状的裂纹和腐蚀缺陷。其次,在TFA_Net中设计时频注意块(TFA_Block),在时域和频域进行多尺度特征提取,有效捕获缺陷信号的全局和局部特征;实验结果表明,TFA_Net在ugw数据集上的缺陷识别准确率达到99.4%,验证了其出色的特征提取和缺陷识别能力。此外,在信噪比(SNR)为40 ~ 10 dB的范围内,TFA_Block显著增强了TFA_Net的鲁棒性,有效缓解了噪声对识别精度的负面影响。该研究为管道结构健康监测中的缺陷识别提供了一种有效且抗噪声的方法。
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引用次数: 0
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International Journal of Pressure Vessels and Piping
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