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Deformation mechanisms of austenitic stainless steel sheets under cryogenic pre-strainings 奥氏体不锈钢薄板在低温预应变下的变形机理
IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-12-15 DOI: 10.1007/s43452-025-01390-5
Yuandong Yin, Wangjun Cheng, Hong Jiang, Haidong Jia

An experimental study was conducted to examine the uniaxial tensile and biaxial bulging behavior of 304 austenitic stainless steel (ASS) to elucidate its strain-hardening characteristics at cryogenic temperature (CT). Scanning electron microscopy (SEM) and electron backscatter diffraction (EBSD) analyses were employed to quantitatively correlate the macroscopic deformation properties with microstructural evolution. Furthermore, ASS samples with pre-strains of 5%, 15%, and 25% were prepared at both room temperature (RT) and CT, which was then followed by tensile testing at CT. The results revealed that the yield strength (YS) of ASS increased with increasing pre-strain at CT, exhibiting a reduction in ductility. Notably, the YS of cryogenically pre-strained samples increased by 15.4%, 26.5%, and 33.8%, respectively, compared with those pre-strained at RT. Under biaxial loading, the bulging load of ASS also increased with decreasing temperature. The highest hardness values were consistently observed at the bulge apex and increased with increasing bulge height. Consequently, the enhanced YS primarily increased from martensitic transformation and dislocation strengthening during cryogenic pre-strainings. The findings of this study offered valuable insights for optimizing the lightweight design and improving the operational safety of cryogenic storage tanks.

对304奥氏体不锈钢(ASS)的单轴拉伸和双轴胀形行为进行了实验研究,以阐明其在低温下的应变硬化特性。采用扫描电镜(SEM)和电子背散射衍射(EBSD)分析,定量分析了宏观变形性能与微观组织演变之间的关系。在室温(RT)和CT下分别制备预应变为5%、15%和25%的ASS样品,然后在CT下进行拉伸试验。结果表明,随着预应变的增加,钢的屈服强度(YS)增加,塑性降低;值得注意的是,低温预应变试样的YS比室温预应变试样分别提高了15.4%、26.5%和33.8%。双轴加载下,ASS的胀形载荷也随着温度的降低而增加。最高的硬度值一致出现在凸起顶点,并随着凸起高度的增加而增加。因此,低温预应变过程中强化的YS主要来源于马氏体相变和位错强化。研究结果为优化低温储罐的轻量化设计和提高低温储罐的运行安全性提供了有价值的见解。
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引用次数: 0
Effects of velocity ratios and strain paths on the microstructures and mechanical properties of Al-Li alloy during asymmetric rolling 速度比和应变路径对非对称轧制Al-Li合金组织和力学性能的影响
IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-12-15 DOI: 10.1007/s43452-025-01396-z
Daoguang He, Liangjie Jiang, Jinchuan Long, Y. C. Lin

In this work, the asymmetric rolling (ASR) is employed to improve the formability of 2195 Al-Li alloy, which has been widely used in the aerospace and automobile fields. The microstructures and mechanical properties of 2195 Al-Li alloy in ASR under different velocity ratios and strain paths are explored through experimental characterization. Compared with conventional rolling, ASR can effectively refine the grain. As the velocity ratio increases, the average grain size gradually decreases, and the surface grain contacted with the faster roll is finer, which can be attributed to more severe shear deformation. The complex strain path will increase the shear component. Under the same velocity ratio, the grain refinement effect of double-direction asymmetrical rolling is more significant. Moreover, the shear component generated by ASR causes some textures to deviate or split from the ideal positions. Most of the recrystallization textures are eliminated. During ASR, the rolling texture of the surface in contact with the faster roll tends to evolve into the shear texture. In terms of improving the uniformity of microstructure, adjusting the velocity ratio is more effective than changing the strain path. The grain size and texture of the top and inner layers of the ASR sheet with a velocity ratio of 1.8 are closer. These findings provide theoretical guidance for achieving high-performance manufacturing of Al-Li alloy components.

采用非对称轧制(ASR)技术提高了2195铝锂合金的成形性能,该合金已广泛应用于航空航天和汽车等领域。通过实验表征,探讨了不同速度比和应变路径下ASR中2195 Al-Li合金的显微组织和力学性能。与常规轧制相比,ASR能有效细化晶粒。随着速比的增大,平均晶粒尺寸逐渐减小,与速度较快的轧辊接触的表面晶粒更细,这可以归因于更严重的剪切变形。复杂的应变路径会增加剪切分量。在相同速度比下,双向不对称轧制的晶粒细化效果更为显著。此外,ASR产生的剪切分量会导致一些纹理偏离或脱离理想位置。大部分再结晶织构被消除。在ASR过程中,与快速辊接触的表面的滚动织构倾向于演变为剪切织构。在提高组织均匀性方面,调整速度比改变应变路径更有效。速度比为1.8的ASR板材的上、内层晶粒尺寸和织构更接近。这些研究结果为实现铝锂合金部件的高性能制造提供了理论指导。
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引用次数: 0
Bending and vibration responses of multi-directional FG porous unified shear plates with thickness stretch 具有厚度拉伸的多向FG多孔统一剪切板的弯曲和振动响应
IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-12-15 DOI: 10.1007/s43452-025-01371-8
S. A. Mohamed, M. A. Eltaher, R. A. Shanab, A. E. Assie, Rasha Abo-bakr

This article presented a comprehensive and accurate nonlinear mathematical model to analyze the mechanical response of multi-directional functionally graded material porous (MDFGMP) plates, for the first time. The model includes a differential quadrature method (DQM) with a quasi-3D theory to investigate bending and vibration responses MDFGMP plates. A nonlinear quasi-3D plate theory is exploited to present the kinematic fields including the effect of normal strain, thickness stretching, and satisfy the zero-shear strain/stress at the top and bottom surfaces without shear correction factor. The power 3D function distribution is used to portray gradation of material constituents through thickness and in-plane directions. Two types of porosity are selected to describe the distribution of voids and cavities through the thickness of the plate. Hamilton’s principle is employed to derive the nonlinear governing differential equations of motions in terms of stress resultants. The differential integral quadrature method (DIQM) is manipulated to discretize the structure spatial domains. The accuracy and reliability of the proposed method have been validated by comparing its numerical results to those of available works. Parametric studies are provided to exhibit the significant impacts of kinematic normal and shear relations, gradation indices, porosity type, and boundary conditions on MDFGMP plates. It is found that frequency mode shapes are symmetric for homogeneous plates but exhibit non-symmetric profiles if the material properties change in the in-plane directions. In contrast, changing material properties in the thick direction, although changing the frequencies, it preserves symmetric mode shape patterns. The present model and results can be implemented as benchmarks for future nonlinear mechanical response of MFGMP plates structures. The proposed model can be implemented in selection and design of the nuclear reactors, marine and aerospace structures manufacture from MDFGMP plates.

本文首次建立了一个全面准确的非线性数学模型来分析多向功能梯度材料多孔(MDFGMP)板的力学响应。该模型采用准三维理论的微分正交法(DQM)来研究MDFGMP板的弯曲和振动响应。利用非线性准三维板理论,给出了包括法向应变、厚度拉伸影响在内的运动场,并在没有剪切校正因子的情况下满足上下表面的零剪切应变/应力。利用三维幂函数分布来描述材料成分在厚度和面内方向上的渐变。选择两种类型的孔隙率来描述孔隙和空腔在板厚中的分布。利用哈密顿原理,推导出基于应力结果的非线性运动控制微分方程。利用微分积分正交法(DIQM)实现了结构空间域的离散化。通过与已有文献的数值结果对比,验证了所提方法的准确性和可靠性。参数研究显示了运动法向和剪切关系、级配指数、孔隙类型和边界条件对MDFGMP板的显著影响。研究发现,对于均匀板,频率模态振型是对称的,但如果材料特性在平面方向上发生变化,则呈现出非对称的轮廓。相反,在厚度方向上改变材料特性,虽然改变了频率,但它保持了对称模态形状。本文的模型和结果可作为今后MFGMP板结构非线性力学响应的基准。该模型可用于核反应堆、船舶和航空航天用MDFGMP板制造结构的选择和设计。
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引用次数: 0
Multiscale simulation and macroscopic mechanical properties of carbon fiber concrete enhanced with styrene-acrylic emulsion 苯丙乳液增强碳纤维混凝土的多尺度模拟及宏观力学性能
IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-12-14 DOI: 10.1007/s43452-025-01381-6
Yong Feng, Lv Longteng, Jiang Hongliang, Sharafat Ali

Carbon fiber reinforced concrete (CFRC) often suffers from weak bonding between its cement matrix and carbon fibers (CF) because the fibers have an inert surface.To overcome this limitation, we introduce phenylpropyl emulsion (SAE) as an interfacial modifier and examine its strengthening mechanism through macroscopic and microscopic experiments and multiscale simulations using discrete element and molecular dynamics methods. Macroscopic experiments show that both CF and SAE significantly improve the mechanical properties of CFRC, although the effectiveness of SAE depends on its dosage. Specifically, a 4% SAE dosage increases the compressive and shear strengths of CFRC (with 1.5% CF) by 16.5% and 12.1%, respectively, while a 2% dosage boosts early flexural strength by 24.4%. At the microscopic level, SAE enhances the bond at the interface by providing physical anchorage through benzene rings and by forming chemical interactions via COO⁻-Ca2⁺complexes. Discrete element simulations confirm that the modified material has higher ultimate strength and toughness, and molecular dynamics simulations show that SAE lowers the interfacial energy and strengthens the bond between CF and the matrix through ionic and hydrogen bonding. This work offers a solid theoretical basis for improving CFRC interfaces and informs the design of innovative polymer modifiers.

Graphical abstract

碳纤维增强混凝土(CFRC)由于碳纤维具有惰性表面,其水泥基体与碳纤维(CF)之间的粘结往往较弱。为了克服这一局限性,我们引入了苯基丙基乳液(SAE)作为界面改性剂,并通过宏观和微观实验以及离散元和分子动力学方法的多尺度模拟来研究其强化机理。宏观实验表明,CF和SAE均能显著改善CFRC的力学性能,但SAE的效果取决于其用量。其中,当添加量为4%时,CFRC(含1.5% CF)的抗压强度和抗剪强度分别提高16.5%和12.1%,添加量为2%时,CFRC的早期抗折强度提高24.4%。在微观层面上,SAE通过苯环提供物理锚定,并通过COO -Ca2 +配合物形成化学作用,增强了界面上的键合。离散元模拟证实了改性材料具有更高的极限强度和韧性,分子动力学模拟表明,SAE降低了界面能,并通过离子键和氢键加强了CF与基体之间的键合。这项工作为改进CFRC界面提供了坚实的理论基础,并为创新聚合物改性剂的设计提供了指导。图形抽象
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引用次数: 0
Corrosion-fatigue life assessment of RC structures under combined corrosion environment and fatigue loading 腐蚀环境与疲劳载荷联合作用下钢筋混凝土结构腐蚀疲劳寿命评价
IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-12-14 DOI: 10.1007/s43452-025-01374-5
Mingjie Wang, Chenxing Cui, Guixiang Chen, Weifeng Liu, Ruihua Liang

The safety and durability of reinforced concrete (RC) structures face significant impacts from the combined action of corrosion conditions and fatigue stress. To determine the corrosion-fatigue life of RC structures under combined corrosion environment and fatigue loading, a corrosion-fatigue life assessment model for RC structures under the combined action of carbonation environment, chloride-contaminated environment, and fatigue loading, aiming to analyze their corrosion-fatigue life, was developed. Taking a 6 m-span RC crane beam in an industrial plant as an example, the proposed model was illustrated, and its corrosion-fatigue life was evaluated. Effects of crane operating frequency, lifting capacity, carbonation environment grade, chloride-contaminated environment grade, ambient temperature, and relative humidity on corrosion-fatigue life were explored. Results indicate that increased loading frequency and stress range shorten the corrosion-fatigue life of RC structures. The combined action of corrosion and fatigue notably reduces corrosion-fatigue life. Compared with single carbonation or chloride-contaminated environments, the combined carbonation and chloride-contaminated environment has a stronger effect on the corrosion-fatigue performance of RC structures. Additionally, ambient temperature and relative humidity influence the corrosion-fatigue life of RC structures. This study can establish a basic framework for assessing the corrosion-fatigue life of RC structures under combined multi-corrosion environments and fatigue loading.

钢筋混凝土结构的安全性和耐久性受到腐蚀条件和疲劳应力的共同影响。为了确定钢筋混凝土结构在腐蚀环境和疲劳载荷联合作用下的腐蚀疲劳寿命,建立了碳化环境、氯化物污染环境和疲劳载荷联合作用下的钢筋混凝土结构腐蚀疲劳寿命评估模型,分析了其腐蚀疲劳寿命。以某工业厂房6 m跨度钢筋混凝土起重机梁为例,对该模型进行了验证,并对其腐蚀疲劳寿命进行了评估。探讨了起重机工作频率、起重能力、碳化环境等级、氯化物污染环境等级、环境温度和相对湿度对腐蚀疲劳寿命的影响。结果表明,加载频率和应力范围的增加会缩短钢筋混凝土结构的腐蚀疲劳寿命。腐蚀和疲劳的共同作用显著降低了腐蚀疲劳寿命。与单一碳化或氯化物污染环境相比,复合碳化和氯化物污染环境对钢筋混凝土结构腐蚀疲劳性能的影响更大。此外,环境温度和相对湿度对钢筋混凝土结构的腐蚀疲劳寿命也有影响。本研究为钢筋混凝土结构在多重腐蚀环境和疲劳载荷联合作用下的腐蚀疲劳寿命评估提供了一个基本框架。
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引用次数: 0
Research on detonation source localization method based on vibration response of underground structure 基于地下结构振动响应的爆震源定位方法研究
IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-12-14 DOI: 10.1007/s43452-025-01394-1
Yunchen Deng, Shuanye Han, Yi Luo, Hangli Gong, Tao Xu, Kaiyuan Guan, Yueying Li

To enhance the real-time sensing and explosion location recognition capabilities in underground engineering, this study investigates structural vibration responses under different detonation source locations through model testing and numerical simulations. By integrating the simplex method with an improved particle swarm optimization algorithm, a novel localization algorithm is proposed, leveraging the moment differences of peak acceleration. The algorithm’s accuracy is validated through model tests and numerical results. The findings reveal that when the detonation source is located in the middle and far field, significant dispersion exists between the distance from the measurement point to the detonation source and the peak acceleration. While the general trend shows an increase in distance correlating with a decrease in peak acceleration, a negative correlation is observed only at very short distances. Numerical simulations confirm that the time of peak vibration acceleration and detonation source distance exhibit a strong linear positive correlation, with the coefficient ranging between 0.00218 and 0.00336. Furthermore, the larger the distance difference, the greater the time difference in peak acceleration. Peak vibration acceleration time as a principle, combined with the simplex method and improved particle swarm optimization algorithm can be inverse performance and the real detonation source coordinates similar to the distance of the detonation source coordinates. And the improved particle swarm algorithm of detonation source location calculation results are more accurate, based on the numerical simulation data positioning accuracy analysis results show that its accuracy is stable at more than 99%.

为了提高地下工程的实时传感和爆炸位置识别能力,本研究通过模型试验和数值模拟研究了不同震源位置下的结构振动响应。将单纯形法与改进的粒子群优化算法相结合,提出了一种利用峰值加速度矩差的定位算法。通过模型试验和数值结果验证了算法的准确性。结果表明,当爆震源位于中远场时,测量点到爆震源的距离与峰值加速度之间存在明显的色散。虽然总体趋势显示距离的增加与峰值加速度的减少相关,但只有在非常短的距离上才观察到负相关。数值模拟结果表明,峰值振动加速度时间与爆震源距离呈较强的线性正相关关系,相关系数在0.00218 ~ 0.00336之间。此外,距离差越大,峰值加速度的时间差越大。以峰值振动加速度时间为原则,结合单纯形法和改进的粒子群优化算法可以逆求性能与真实爆震源坐标相近的距离。而改进粒子群算法的爆震源定位计算结果更加准确,基于数值模拟数据的定位精度分析结果表明,其定位精度稳定在99%以上。
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引用次数: 0
Synergistic enhancement of bio-tribological properties in HA-, ZrO2-, and Y2O3-reinforced AZ91D surface composites via friction stir processing: a comparative analysis 通过搅拌摩擦处理协同增强HA-、ZrO2-和y2o3增强AZ91D表面复合材料的生物摩擦学性能:比较分析
IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-12-10 DOI: 10.1007/s43452-025-01389-y
Surendra Kumar Patel, Sudesh Singh, Lei Shi, Lu Liu, Zhen Sun, Ashish Kumar, Chuansong Wu, Avinash Ravi Raja

Bone regeneration remains a persistent clinical challenge, with optimal therapeutic strategies yet to be established. Magnesium alloys reinforced with bioactive particles represent an emerging biomaterial class demonstrating favorable tribological properties and inherent osteogenic potential. The study presents a comparative investigation of the dry reciprocating wear behavior of AZ91D magnesium alloy and its friction stir processed surface composites, each reinforced with 15 wt% of bioactive nanoparticles: HA, ZrO2, and Y2O3. Wear tests were conducted using a ball-on-disc tribometer under a 5 N load, 5 Hz frequency, and 5 mm stroke length for 900 s against ZrO2, Si2N4, and SS440 counterface balls. Among the composites, the AZ91D matrix reinforced with ZrO2 exhibited the lowest wear volume, showing reductions of 24.2% and 38.7% compared to the Y2O3 and HA-reinforcement, respectively, along with a relatively lower coefficient of friction. This synergistic enhancement is attributed to the uniform distribution of fine reinforcement, which suppressed adhesive and delamination wear while increasing load-bearing capacity during repeated sliding. Microstructural and surface characterizations using SEM, EDS, and XRD confirmed a transition in the dominant wear mechanism from adhesive and abrasive modes in the monolithic alloy to more abrasive and erosive mechanisms in the composites. The presence of reinforcement and in situ formation of protective magnesium-based oxides played a key role in this shift. The novelty of this work lies in revealing the tailored tribological behavior of AZ91D through bioactive reinforcement via friction stir processing for improved wear resistance in magnesium-based composites.

骨再生仍然是一个持续的临床挑战,最佳的治疗策略尚未建立。生物活性颗粒增强镁合金是一种新兴的生物材料,具有良好的摩擦学性能和固有的成骨潜力。本研究对AZ91D镁合金及其搅拌摩擦处理表面复合材料的干往复磨损行为进行了比较研究,每种复合材料都添加了15%的生物活性纳米粒子:HA、ZrO2和Y2O3。在5n载荷、5hz频率和5mm行程长度下,使用球盘摩擦计对ZrO2、Si2N4和SS440面球进行了900 s的磨损测试。其中,ZrO2增强AZ91D基体的磨损量最小,与Y2O3和ha增强AZ91D相比,磨损量分别减少了24.2%和38.7%,摩擦系数也相对较低。这种协同增强归因于细筋的均匀分布,它抑制了粘着磨损和分层磨损,同时增加了重复滑动时的承载能力。利用SEM、EDS和XRD进行的显微组织和表面表征证实,复合材料的主要磨损机制发生了转变,从整体合金的粘结和磨粒模式向复合材料的磨粒和侵蚀模式转变。增强剂的存在和保护性镁基氧化物的原位形成在这种转变中发挥了关键作用。这项工作的新颖之处在于通过搅拌摩擦处理的生物活性增强来揭示AZ91D的定制摩擦学行为,以提高镁基复合材料的耐磨性。
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引用次数: 0
The formation mechanism and microevolution of front and rear end defects based on die structure optimization for the extrusion of a 6063 aluminum alloy profile with complex cross-section 基于模具结构优化的复杂截面6063铝合金型材挤压前后端缺陷形成机理及微观演化
IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-12-10 DOI: 10.1007/s43452-025-01378-1
Dewei Zhang, Haijie Xu, Sheng Xu, Kai Chen, Zixuan Li, Jinrong Zuo, Xuedao Shu

Hot-extruded aluminum alloy profiles with complex cross-sectional characteristics are widely used in new energy vehicles, rail transportation and aerospace industries. By optimizing the structure of die, a uniform flow rate at the profile die outlet is obtained, thereby reducing the possibility of defects. Subsequently, the extrusion transient simulation is performed by setting the billet skin. The two flow modes of the billet skin during the extrusion process are explained through transient simulation, and the front- end defect of the profile and the rear-end defect of the billet are simulated and determined. An extrusion experiment is carried out based on the process parameters in the simulation, and EBSD tests are performed on the as-cast billet, the as-cast billet after homogenization treatment, the rear-end defect, the front-end defect and the normal profile. By analyzing the ODF of the as-cast billet, it is found that the billet cast by low-frequency electromagnetic casting formed a <110> // ND texture and <110> // TD texture due to characteristics similar to directional solidification. Homogenization treatment can effectively alleviate the segregation and slightly increase the grain size. The flow pattern of the billet skin in the simulation is verified by analyzing the grain size and fiber texture of the back-end defect. By analyzing the grain size of the profile and combining it with simulation, the extrusion coarse-grained ring effect is revealed. By comparing the front-end defect and the texture of the profile, the reason why the front-end defect is difficult to reach the normal profile usage standards is explained from a microscopic perspective.

具有复杂截面特性的热挤压铝合金型材广泛应用于新能源汽车、轨道交通、航空航天等行业。通过对模具结构的优化,在型材模具出口处获得均匀的流量,从而减少了产生缺陷的可能性。随后,通过设置坯料蒙皮进行了挤压瞬态模拟。通过瞬态模拟解释了挤压过程中坯料蒙皮的两种流动模式,模拟确定了型材前端缺陷和坯料尾部缺陷。根据模拟过程中的工艺参数进行了挤压实验,并对铸态、均匀化处理后铸态、后端缺陷、前端缺陷和正常型材进行了EBSD测试。通过分析铸态方坯的ODF,发现低频电磁铸造方坯由于具有与定向凝固相似的特性,形成了<;110>; // ND和<;110>; // TD织构。均质化处理能有效缓解偏析,使晶粒尺寸略有增大。通过分析后端缺陷的晶粒尺寸和纤维织构,验证了模拟中坯料蒙皮的流动规律。通过对型材晶粒尺寸的分析,结合数值模拟,揭示了挤压粗粒环效应。通过对比前端缺陷和型材纹理,从微观角度解释前端缺陷难以达到型材正常使用标准的原因。
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引用次数: 0
Achieving global ultrahigh yield strength and hardness of 316L stainless steel via interlayer additive/subtractive/equivalent hybrid manufacturing process 通过层间加/减/等效混合制造工艺,实现316L不锈钢整体超高屈服强度和硬度
IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-12-10 DOI: 10.1007/s43452-025-01392-3
Qingzhong Xu, Jiahe Wan, Gen Li, Hetian Li, Ziyuan Liu, Ce Zhang

In this study, a novel hybrid manufacturing process (HMP) is proposed to improve the global yield strength and hardness of 316L stainless steel (316L SS) by integrating interlayer laser directed energy deposition (LDED) additive, milling subtractive, and ultrasonic rolling (UR) equivalent manufacturing processes. The results showed that the porosity of 316L SS subjected to HMP decreased by 96.4% to 0.02%, grain size refined by 58.9% to 20.2 μm, dislocation density increased by 145.5% to 2.7 × 1015 m-2, hardness increased by 25.5% to 269.1 HV0.1, yield strength improved by 41.4% to 670.3 MPa, and ultimate tensile strength improved by 26.1% to 746.7 MPa than those obtained by the single LDED process. The dislocation strengthening and grain refinement strengthening were responsible for the enhanced global yield strength and hardness of 316L SS. The HMP can be applied to realize the defect-free and high-performance manufacturing of metals by eliminating internal defects, reconstructing gradient structures of grain sizes, dislocation densities, grain boundary angles, texture intensities, and twins.

为了提高316L不锈钢(316L SS)的整体屈服强度和硬度,提出了一种新的混合制造工艺(HMP),该工艺将层间激光定向能沉积(ld)增材、铣削减材和超声轧制(UR)等效制造工艺相结合。结果表明:经HMP处理后,316L合金的孔隙率降低96.4%至0.02%,晶粒细化58.9%至20.2 μm,位错密度提高145.5%至2.7 × 1015 m-2,硬度提高25.5%至269.1 HV0.1,屈服强度提高41.4%至670.3 MPa,极限抗拉强度提高26.1%至746.7 MPa。位错强化和晶粒细化强化是提高316L SS整体屈服强度和硬度的主要原因。HMP可以通过消除内部缺陷,重建晶粒尺寸、位错密度、晶界角、织构强度和孪晶等梯度结构,实现金属的无缺陷和高性能制造。
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引用次数: 0
Mechanical properties, crack width control, and self-healing of lightweight high-strength engineered cementitious composites 轻量化高强工程胶凝复合材料的力学性能、裂缝宽度控制与自愈
IF 4.4 3区 工程技术 Q1 ENGINEERING, CIVIL Pub Date : 2025-12-09 DOI: 10.1007/s43452-025-01377-2
Qiang Shen, Chenyu Lu, Zhigang Zhang, Jamal A. Abdalla, Rami A. Hawileh

High-strength engineered cementitious composites (ECC) with polyethylene fiber exhibits superior strength characteristics; however, its crack width is significantly larger, which compromises both its transmission performance and self-healing capability compared to conventional ECC with polyvinyl alcohol. To this end, this study prepared a lightweight high-strength ECC by synergistically utilizing fly ash cenospheres (FAC) and expanded vermiculite (EV) as lightweight fillers. The tensile and compressive properties of ECC with different contents of FAC and EV were examined experimentally, and its self-healing behavior was verified through wet-dry cycling tests. Additionally, the microstructure of the matrix was analyzed using scanning electron microscopy. The results indicated that, compared to reference ECC with only FAC (FE0), the incorporation of EV led to a maximum increase in density of 14%, while the compressive strength decreased by up to 9%. Despite this, the maximum density reached 1777 kg/m³, and the minimum compressive strength was 65.8 MPa, still placing it within the category of lightweight, high-strength ECC. The number of cracks increased from 21 in FE0 to 123 in FE75 (a combination of EV and FAC), while the crack width decreased from 75 μm to 20 μm. These narrow cracks contributed to the near-complete self-healing of cracks within the tensile specimens, except for those that led to ultimate failure.

聚乙烯纤维高强度工程胶凝复合材料(ECC)具有优异的强度特性;但是,与传统的聚乙烯醇ECC相比,其裂缝宽度明显较大,影响了其传输性能和自修复能力。为此,本研究利用粉煤灰微球(FAC)和膨胀蛭石(EV)作为轻质填料协同制备了轻质高强ECC。实验研究了不同FAC和EV含量的ECC的拉伸和压缩性能,并通过干湿循环试验验证了其自愈行为。此外,利用扫描电镜对基体的微观结构进行了分析。结果表明,与仅含FAC (FE0)的参考ECC相比,EV的掺入导致密度最大增加14%,而抗压强度下降高达9%。尽管如此,其最大密度达到1777 kg/m³,最小抗压强度为65.8 MPa,仍然属于轻量化、高强ECC的范畴。FE0的裂纹数量由21个增加到123个,而FE75 (EV和FAC联合作用)的裂纹宽度由75 μm减小到20 μm。除了那些导致最终破坏的裂缝外,这些狭窄的裂缝有助于拉伸试样中裂缝的几乎完全自愈。
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引用次数: 0
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Archives of Civil and Mechanical Engineering
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