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Corrosion fatigue behavior of cast iron in simulated combustion product solutions of ammonia and methanol fuels 铸铁在氨和甲醇燃料模拟燃烧产物溶液中的腐蚀疲劳行为
IF 5.7 2区 材料科学 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-16 DOI: 10.1016/j.ijfatigue.2024.108715
Yong Cai , Ziming Wang , Yihu Tang , Congcong Xu , Yingwei Song , Kaihui Dong , En-Hou Han
The clean fuels of ammonia and methanol are used to replace diesel in shipbuilding industry, but there exists corrosion risk for the engine parts in combustion products. The corrosion fatigue behavior of cylinder liners cast iron in simulated combustion product solutions of ammonia, methanol and diesel fuels were investigated. The corrosion rate and corrosion fatigue sensitivity in the three simulated solutions are ammonia fuel < diesel fuel < methanol fuel. The type B graphite causes more severe matrix corrosion than type A flake graphite, and the ternary phosphorus eutectic has no significant effect on corrosion. For ammonia fuel, fatigue damage is dominated by stress concentration induced by flake graphite and phosphorous eutectic. For methanol and diesel, fatigue damage is mainly dominated by corrosion process induced by flake graphite.
造船业使用氨和甲醇等清洁燃料替代柴油,但燃烧产物对发动机部件存在腐蚀风险。研究了气缸套铸铁在氨气、甲醇和柴油燃料的模拟燃烧产物溶液中的腐蚀疲劳行为。三种模拟溶液的腐蚀速率和腐蚀疲劳敏感性分别为氨燃料、柴油燃料和甲醇燃料。与 A 型鳞片石墨相比,B 型石墨会导致更严重的基体腐蚀,而三元磷共晶对腐蚀没有明显影响。对于氨燃料,疲劳破坏主要是由鳞片石墨和磷共晶引起的应力集中造成的。对于甲醇和柴油,疲劳破坏主要是由鳞片石墨引起的腐蚀过程造成的。
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引用次数: 0
A new nonlinear fatigue cumulative damage model based on load interaction and strength degradation 基于载荷相互作用和强度退化的新型非线性疲劳累积损伤模型
IF 5.7 2区 材料科学 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-15 DOI: 10.1016/j.ijfatigue.2024.108709
Qian Xiao, Xilin Wang, Daoyun Chen, Xinjian Zhou, Xinlong Liu, Wenbin Yang
A new nonlinear fatigue cumulative damage model is proposed to address the challenge of insufficient accuracy in calculations stemming from nonlinear cumulative damage models that fail to account for strength degradation effects and interactions among multi-level loads. This model, an enhancement of the Aeran fatigue damage model, incorporates stress ratios to capture load interactions and includes a logarithmic residual strength degradation model extended to multi-level stress states. Comparative analysis of this model against the Miner model and two other models across various material fatigue datasets shows superior predictive accuracy. Specifically, the new model demonstrates a 74.43% improvement over the Aeran model under six-level loading conditions. Its straightforward mathematical formulation makes it practical for engineering applications in fatigue life prediction.
由于非线性累积损伤模型未能考虑强度退化效应和多级载荷之间的相互作用,导致计算精度不足,为解决这一难题,本文提出了一种新的非线性疲劳累积损伤模型。该模型是 Aeran 疲劳损伤模型的增强版,采用应力比来捕捉载荷之间的相互作用,并包含一个扩展到多级应力状态的对数残余强度退化模型。该模型与 Miner 模型和其他两个模型在各种材料疲劳数据集上的对比分析表明,其预测准确性更胜一筹。具体来说,在六级加载条件下,新模型比 Aeran 模型提高了 74.43%。其简单明了的数学公式使其在疲劳寿命预测的工程应用中非常实用。
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引用次数: 0
Effect of three-stage heat treatment on the composite waveform and variable amplitude fatigue properties of TC4 titanium alloy pulsed laser-arc hybrid welded joints 三级热处理对 TC4 钛合金脉冲激光-电弧混合焊接接头的复合波形和变幅疲劳特性的影响
IF 5.7 2区 材料科学 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-13 DOI: 10.1016/j.ijfatigue.2024.108673
Rui Su , Qianli Liu , Haizhou Li , Dirui Wang , Jinquan Guo , Shengbo Li , Wantong Wang , Aixin Feng , Zhongtao Sun , Hui Chen
Titanium alloy welded structures are often subjected to cyclic loading with composite waveform and variable amplitude during actual service, exacerbating the damage to the joints and leading to low fatigue life. Therefore, a three-stage heat treatment was adopted in this work to enhance the fatigue life of TC4 titanium alloy pulsed laser-arc hybrid welded joints, and its microstructure evolution and fracture mechanism were investigated. The results show that the high-density phase boundary formed by the finely dispersed secondary α phase precipitated after heat treatment was the main reason for the increase of life by 3 times. The crack initiation was mainly due to the accumulation of Pyramidal < c + a > dislocations and base < a > dislocations. The difference was that, combined with molecular dynamics calculations and characterization by TEM and EBSD, it was found that the heat-treated cracks underwent dislocation accumulation, deformation twinning, and low-angle grain boundaries before the initiation of the lamellar α-concave position.
钛合金焊接结构在实际使用过程中经常受到复合波形和变幅的循环加载,加剧了接头的损伤,导致疲劳寿命低。因此,本研究采用了三阶段热处理来提高 TC4 钛合金脉冲激光-电弧混合焊接接头的疲劳寿命,并研究了其微观结构演变和断裂机理。结果表明,热处理后析出的细小分散的二次α相形成的高密度相界是寿命提高 3 倍的主要原因。裂纹的产生主要是由于金字塔位错(Pyramidal < c + a >)和基底位错(base < a >)的积累。不同之处在于,结合分子动力学计算以及 TEM 和 EBSD 表征,发现热处理裂纹在形成片状 α 凹陷位置之前经历了位错积累、变形孪晶和低角度晶界。
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引用次数: 0
Damage mechanisms of Ti60 under different uniaxial/multiaxial thermo-mechanical loading modes 不同单轴/多轴热机械加载模式下 Ti60 的损伤机理
IF 5.7 2区 材料科学 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-13 DOI: 10.1016/j.ijfatigue.2024.108707
Zheng-Yu Mao , De-Guang Shang , Dao-Hang Li , Na-Min Xiao , Ai-Xue Sha , Jing-Xuan Li , Cheng Qian , Quan Zhou , Wen-Long Li
The fatigue experiments for titanium alloy Ti60 under different uniaxial/multiaxial thermo-mechanical loading modes found that the combined action of high temperature and tensile stress can cause the debonding of the second phase strengthening particles between grain boundary, reducing the ability to resist deformation of Ti60, which leads to a decrease in the fatigue life of the material. In addition, mean tensile stress increases the ability of cracks to break through intergranular barriers and the non-proportional additional hardening caused by multiaxial loading exacerbates the formation of microcracks. Both will increase the fatigue damage of the material. The fatigue damage mechanism identified in this investigation can reasonably explain the fatigue life law under multiaxial loading at high temperature, uniaxial and multiaxial thermo-mechanical fatigue loadings.
在不同单轴/多轴热机械加载模式下对钛合金 Ti60 进行的疲劳实验发现,高温和拉应力的共同作用会引起晶界间第二相强化颗粒的脱粘,降低 Ti60 的抗变形能力,从而导致材料的疲劳寿命下降。此外,平均拉应力会增加裂纹突破晶间壁垒的能力,多轴加载引起的非比例附加硬化会加剧微裂纹的形成。两者都会增加材料的疲劳损伤。本次研究确定的疲劳损伤机理可以合理解释高温多轴加载、单轴和多轴热机械疲劳加载下的疲劳寿命规律。
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引用次数: 0
A strain-interfaced digital twin solution for corner fatigue crack growth using Bayesian inference 利用贝叶斯推理的转角疲劳裂纹增长应变交错数字孪生解决方案
IF 5.7 2区 材料科学 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-10 DOI: 10.1016/j.ijfatigue.2024.108705
Evan Wei Wen Cheok , Xudong Qian , Arne Kaps , Ser Tong Quek , Michael Boon Ing Si
This paper introduces a digital twin solution for corner fatigue crack growth assessment. The digital twin comprises three core features: (1) diagnosis, (2) prognosis and (3) updating. The diagnosis arm performs remote crack size measurement via strain data collected from strategically identified locations. The prognosis component postulates the fatigue life across both linear-elastic and elasto-plastic loading regimes through a fatigue crack growth power law with the cyclic J-integral, ΔJ, as the crack driving force. Uncertainty in power law parameters, however, may result in differences between the prognosis and observed fatigue life. Hence, the digital twin completes the feedback loop via Bayesian updating of the power law parameters, thereby mirroring its physical counterpart closely. An improved estimation of the remaining useful life follows. The proposed digital twin solution validates against three specimens under constant amplitude loading and a single specimen under variable amplitude loading. The successful application of the approach marks a significant step toward operational digital twins within practical settings.
本文介绍了一种用于转角疲劳裂纹增长评估的数字孪生解决方案。数字孪生包括三个核心功能:(1) 诊断、(2) 预测和 (3) 更新。诊断臂通过从战略识别位置收集的应变数据执行远程裂纹尺寸测量。预报组件通过以循环 J 积分 ΔJ 作为裂纹驱动力的疲劳裂纹增长幂律,推测线弹性和弹塑性加载情况下的疲劳寿命。然而,幂律参数的不确定性可能会导致预报寿命和观察到的疲劳寿命之间存在差异。因此,数字孪生系统通过贝叶斯法更新幂律参数来完成反馈回路,从而密切反映其物理对应参数。对剩余使用寿命的估算也随之得到改进。所提出的数字孪生解决方案针对恒定振幅加载下的三个试样和变幅加载下的一个试样进行了验证。该方法的成功应用标志着向在实际环境中操作数字孪生迈出了重要一步。
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引用次数: 0
Multiaxial low cycle fatigue behavior and constitutive model of 316L under various loading paths at high-temperature 高温下各种加载路径下 316L 的多轴向低循环疲劳行为和构成模型
IF 5.7 2区 材料科学 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-09 DOI: 10.1016/j.ijfatigue.2024.108708
Fei Liang, Wei Zhang, Qiaofa Yang, Peng Yin, Qixuan Zhang, Tianhao Ma, Le Chang, Changyu Zhou
The work is devoted into investigating the multiaxial low cycle fatigue behavior and constitutive model of 316L under various strain amplitudes, strain ratios, and phase angles at 550 °C. Experimental results show that both axial and shear stress amplitudes present three stages of cyclic hardening, softening and fracture. Internal stress analysis reveals that initial cyclic hardening is influenced by both friction and back stresses, while cyclic softening is primarily controlled by friction stress. Moreover, the Mises equivalent stress–strain relationship effectively accommodates different strain amplitudes and strain ratios, but cannot account for the non-proportional hardening arising from back stress. Pearson correlation analysis highlights a correlation between fatigue life and the equivalent stress amplitude and plastic strain energy density, and that elastic modulus is influenced by strain ratio and phase angle, not the strain amplitude. Based on the Chaboche unified viscoplastic constitutive theory, an improved constitutive model incorporating new hardening rules and Hooke’s law is proposed. In the proposed model, three classical loading path-dependent coefficients’ ability for description of non-proportional hardening and stiffness weakening behaviors are evaluated. Simulation results reveal that the proposed model can effectively capture the non-proportional hardening of back stress, stiffness weakening, non-masing effect, and varied softening rate.
这项工作致力于研究 316L 在 550 °C 下不同应变幅值、应变比和相位角条件下的多轴低循环疲劳行为和构成模型。实验结果表明,轴向应力和剪切应力振幅均呈现出循环硬化、软化和断裂三个阶段。内应力分析表明,初始循环硬化受摩擦应力和背应力的影响,而循环软化主要由摩擦应力控制。此外,米塞斯等效应力-应变关系能有效地适应不同的应变振幅和应变比,但无法解释背应力引起的非比例硬化。皮尔逊相关分析表明,疲劳寿命与等效应力振幅和塑性应变能量密度相关,弹性模量受应变比和相位角的影响,而不是应变振幅。在 Chaboche 统一粘塑性构成理论的基础上,提出了一种包含新硬化规则和胡克定律的改进构成模型。在提出的模型中,评估了三个经典的加载路径相关系数对非比例硬化和刚度减弱行为的描述能力。模拟结果表明,所提出的模型能有效捕捉反应力的非比例硬化、刚度减弱、非磨削效应和不同的软化率。
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引用次数: 0
Fatigue crack growth due to spectrum load produced by trains in a bridge 桥梁中列车产生的频谱载荷导致疲劳裂纹增长
IF 5.7 2区 材料科学 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-09 DOI: 10.1016/j.ijfatigue.2024.108706
D.M. Neto , T.A. Narciso , E.R. Sérgio , A.S. Cruces , P. Lopez-Crespo , F.V. Antunes
The present paper studies fatigue crack growth (FCG) produced by a load pattern obtained numerically in a simulation of trains crossing a real bridge. It uses a model where the cyclic plastic deformation is assumed to be the main damage mechanism and that cumulative plastic strain at the crack tip is the driving parameter for FCG. The accumulation of damage was found to be very irregular along each load block, the major part occurring in the overload region. Plasticity induced crack closure is relatively high due to the periodic application of overloads, playing a major role. The overload produces crack tip blunting, increasing the effective load range in subsequent load cycles. The maximum elastic load range was quantified and used to eliminate load cycles not producing fatigue damage, which is important to reduce the numerical effort. The comparison of Finite Element Model (FEM) predictions with NASGRO results, showed that this gives a non-conservative difference of 23% in the number of load cycles after 1 mm of crack growth.
本文研究了在模拟火车通过真实桥梁时,通过数值获得的载荷模式产生的疲劳裂纹增长(FCG)。本文使用的模型假定循环塑性变形是主要的损伤机制,裂纹尖端的累积塑性应变是 FCG 的驱动参数。研究发现,沿每个荷载块的损伤累积非常不规则,主要发生在过载区域。由于周期性施加过载,塑性引起的裂纹闭合相对较高,起着主要作用。过载产生的裂纹尖端钝化,增加了后续载荷循环中的有效载荷范围。最大弹性载荷范围被量化并用于消除不会产生疲劳损伤的载荷循环,这对减少数值计算工作量非常重要。将有限元模型(FEM)预测结果与 NASGRO 结果进行比较后发现,在裂纹增长 1 毫米后,加载循环次数的非保守差异为 23%。
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引用次数: 0
Effect of loading frequency on tensile fatigue behavior of ultra-high-strength engineered cementitious composites 加载频率对超高强度特种水泥基复合材料拉伸疲劳行为的影响
IF 5.7 2区 材料科学 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-08 DOI: 10.1016/j.ijfatigue.2024.108701
Fuhao Deng , Zhao Wang , Yuanhao Wei
The ultra-high-strength engineering cementitious composites demonstrates pseudo strain hardening behavior when subjected to uniaxial tension, making it a promising material for enduring repeated or fatigue loads. Extensive research has been conducted on the quasi-static, dynamic, and fatigue behavior of this composites. However, due to the challenges of conducting direct tensile testing on concrete, investigations into the tensile fatigue behavior of ECC, particularly for ultra-high-strength ECC, remain limited. The fatigue behavior of concrete can be influenced by various factors. This study focuses on the impact of loading frequency. Several series of tensile fatigue tests were conducted under different loading frequencies and stress levels. The test results revealed that fatigue life increases with higher applied loading frequencies and decreases with increasing stress levels. The analysis of the test results includes the examination of failure modes, fatigue life, deformation, and secondary strain rates. A probabilistic model of fatigue failure, considering the discreteness of the initial static strength, was proposed based on the fatigue life. This model aligned well with the experimental results, providing valuable insights into the behavior of ultra-high-strength ECC under tensile fatigue conditions.
超高强度工程水泥基复合材料在承受单轴拉伸时会出现假应变硬化行为,因此是一种很有希望承受重复或疲劳载荷的材料。人们对这种复合材料的准静态、动态和疲劳行为进行了广泛的研究。然而,由于对混凝土进行直接拉伸测试存在挑战,对 ECC 拉伸疲劳行为的研究仍然有限,尤其是对超高强度 ECC 的研究。混凝土的疲劳行为会受到各种因素的影响。本研究侧重于加载频率的影响。在不同的加载频率和应力水平下进行了多个系列的拉伸疲劳试验。试验结果表明,疲劳寿命随着加载频率的增加而增加,随着应力水平的增加而减少。对试验结果的分析包括对失效模式、疲劳寿命、变形和二次应变率的检查。考虑到初始静态强度的离散性,根据疲劳寿命提出了疲劳失效的概率模型。该模型与实验结果非常吻合,为了解超高强度 ECC 在拉伸疲劳条件下的行为提供了宝贵的见解。
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引用次数: 0
Error tolerance for effective model parameter estimation in multiaxial fatigue life prediction 多轴疲劳寿命预测中有效模型参数估计的误差容限
IF 5.7 2区 材料科学 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-07 DOI: 10.1016/j.ijfatigue.2024.108700
Dariusz Skibicki , Aleksander Karolczuk
Multiaxial fatigue life prediction models rely on intrinsic parameters that provide the balance between arbitrary and reference stress/strain conditions. However, this balance may be compromised due to evolving damage mechanisms, causing initially determined model parameters to deviate from actual values, resulting in life prediction errors. Despite the significant impact of fatigue model parameters on prediction accuracy, this issue is often ignored, with many studies assuming constant parameters to simplify prediction algorithms and reduce computational costs. In this study, we introduce a novel approach to quantify the error introduced into fatigue life predictions by approximate methods for determining model parameters under multiaxial loading paths. For the first time, error estimation was conducted using a life-dependent method, revealing that the error is a function of the selected approximation method and the ratio of slope coefficients from S-N curves for torsional versus uniaxial loading. These findings provide a unique framework for selecting computationally efficient approximation methods while balancing life prediction accuracy. This balance is crucial in the design of metallic components using fatigue topology optimization and finite element analysis. The proposed methodology, validated across eight metallic materials subjected to various multiaxial loading paths, offers valuable insights into the trade-offs between computational cost and prediction accuracy, which are essential for optimized structural design.
多轴疲劳寿命预测模型依赖于提供任意应力/应变条件与参考应力/应变条件之间平衡的固有参数。然而,这种平衡可能会由于损伤机制的演变而受到影响,导致最初确定的模型参数偏离实际值,从而造成寿命预测误差。尽管疲劳模型参数对预测精度有重大影响,但这一问题往往被忽视,许多研究假定参数恒定,以简化预测算法并降低计算成本。在本研究中,我们引入了一种新方法,通过近似方法确定多轴加载路径下的模型参数,量化疲劳寿命预测中引入的误差。我们首次使用与寿命相关的方法进行误差估算,发现误差是所选近似方法和扭转加载与单轴加载的 S-N 曲线斜率系数比的函数。这些发现为在平衡寿命预测精度的同时选择计算效率高的近似方法提供了一个独特的框架。这种平衡对于使用疲劳拓扑优化和有限元分析设计金属部件至关重要。所提出的方法在八种承受不同多轴加载路径的金属材料中进行了验证,为计算成本和预测精度之间的权衡提供了宝贵的见解,而计算成本和预测精度对于优化结构设计至关重要。
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引用次数: 0
Creep-thermal fatigue behavior of thin-walled structures with holes and a creep-thermal fatigue-oxidation phase field model 带孔薄壁结构的蠕变-热疲劳行为和蠕变-热疲劳-氧化相场模型
IF 5.7 2区 材料科学 Q1 ENGINEERING, MECHANICAL Pub Date : 2024-11-06 DOI: 10.1016/j.ijfatigue.2024.108696
Chenyu Du , Haitao Cui , Hongjian Zhang
An experiment was conducted to evaluate the creep-thermal fatigue (CTF) behavior of thin-walled structures with holes. To achieve this, a high-temperature hold phase was added in the testing. The crack propagation of CTF is driven by the combined effects of creep, thermal fatigue, and oxidation. Therefore, a creep-thermal fatigue-oxidation phase field model was developed to simulate CTF behavior. The model accounts for the interaction between creep damage and fatigue damage, as well as the oxidation effect. A creep degradation function was formulated based on classical damage theory, and two creep damage models were compared. Two physically meaningful strategies were proposed to describe oxidation-induced fatigue damage. Finally, the applicability of model to creep-fatigue was validated.
我们进行了一项实验,以评估带孔薄壁结构的蠕变-热疲劳(CTF)行为。为此,试验中增加了高温保持阶段。CTF 的裂纹扩展是由蠕变、热疲劳和氧化的综合效应驱动的。因此,开发了蠕变-热疲劳-氧化相场模型来模拟 CTF 行为。该模型考虑了蠕变损伤和疲劳损伤之间的相互作用以及氧化效应。根据经典损伤理论制定了蠕变退化函数,并对两种蠕变损伤模型进行了比较。提出了两种有物理意义的策略来描述氧化引起的疲劳损伤。最后,验证了模型对蠕变疲劳的适用性。
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引用次数: 0
期刊
International Journal of Fatigue
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