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Experimental study on mechanical properties of basalt fiber reinforced nano-SiO2 concrete after high temperature 玄武岩纤维增强纳米二氧化硅混凝土高温后力学性能的实验研究
IF 3.2 4区 材料科学 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2024-07-19 DOI: 10.3389/fmats.2024.1415144
Weidong Yang, Huaxin Liu, Hesong Wang
In enhancing the high-temperature resistance of concrete, incorporating fiber materials was established as an effective approach. This study focused on evaluating the cubic compressive strength, splitting tensile strength, prism compressive strength, and flexural strength of plain concrete, nano-SiO2 concrete, and basalt fiber nano-SiO2 concrete when subjected to elevated temperatures. Subsequently, a concrete strength prediction model was established, and a microstructure analysis of the specimens was conducted. The results indicated that after exposure to 800°C, the cubic compressive strength, splitting tensile strength, prism compressive strength, and flexural strength of basalt fiber-reinforced nano-SiO₂ concrete increased by 33.7%, 15.6%, 10.4%, and 17.2%, respectively, compared to plain concrete. Furthermore, the fitting values of the strength prediction model were all above 0.9. Microstructure analysis revealed that the filling effect of nano-SiO₂ made the concrete matrix denser, while the basalt fiber effectively restrained the formation of cracks in the concrete matrix. Additionally, nano-SiO₂ promoted the formation of hydrated calcium silicate from Ca(OH)₂(CH) and adhered to the basalt fiber, enhancing bonding and reducing the risk of concrete spalling.
在提高混凝土耐高温性能方面,掺入纤维材料是一种有效的方法。本研究重点评估了素混凝土、纳米二氧化硅混凝土和玄武岩纤维纳米二氧化硅混凝土在高温下的立方体抗压强度、劈裂拉伸强度、棱柱体抗压强度和抗折强度。随后,建立了混凝土强度预测模型,并对试件进行了微观结构分析。结果表明,与普通混凝土相比,暴露于 800°C 高温后,玄武岩纤维增强纳米二氧化硅混凝土的立方体抗压强度、劈裂抗拉强度、棱柱体抗压强度和抗折强度分别提高了 33.7%、15.6%、10.4% 和 17.2%。此外,强度预测模型的拟合值均在 0.9 以上。微观结构分析表明,纳米二氧化硅₂的填充效应使混凝土基体更加致密,而玄武岩纤维则有效抑制了混凝土基体中裂缝的形成。此外,纳米二氧化硅还能促进 Ca(OH)₂(CH)形成水合硅酸钙,并附着在玄武岩纤维上,从而增强粘结力,降低混凝土剥落的风险。
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引用次数: 0
Influence of preparation parameters on rheological properties and relation analysis of waste rubber modified bitumen mastic 制备参数对废橡胶改性沥青胶泥流变特性的影响及关系分析
IF 3.2 4区 材料科学 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2024-07-09 DOI: 10.3389/fmats.2024.1435814
Honggang Zhang, Yangpeng Zhang, Jie Chen, Wenchang Liu, Wensheng Wang
Waste rubber modified bitumen has gained significant attention as a sustainable and innovative material in the field of pavement engineering. This study aims to evaluate the performance of rubber modified bitumen mastic by considering its rheological properties, specifically focusing on preparation parameters, i.e., rubber content, mesh number, and filler to bitumen ratio. From the experimental results, the rheological properties of rubber modified bitumen mastic were significantly influenced by preparation parameters. Increasing the rubber powder content in bitumen mastic results in higher viscosity. Increasing the rubber content improves high-temperature rutting resistance to a certain extent, however, excessive rubber powder content would result in weakened high-temperature performance improvement. The rutting factor decreases gradually with an increase in the rubber mesh number. A ratio of filler to bitumen of 0.95 exhibits the best resistance to rutting at high temperatures. Higher rubber content and larger mesh number correspond to stronger low-temperature crack resistance in bitumen mastic. As the ratio of filler to bitumen increases, the low-temperature deformation capacity gradually decreases, resulting in weaker low-temperature crack resistance. Based on the grey relation analysis, the ratio of filler to bitumen has the greatest impact on the high and low-temperature rheological properties of bitumen mastic, followed by the rubber content. The rubber mesh number has a relatively lower impact. It is crucial to control the ratio of filler to bitumen to avoid excessive values. When possible, a higher rubber powder content should be used while meeting process requirements. These findings provide valuable insights into the design and optimization of rubber modified bitumen mastic, which can contribute to the development of sustainable and high-performance bitumen mixtures, promoting the use of recycled rubber in pavement engineering.
废橡胶改性沥青作为一种可持续的创新材料,在路面工程领域受到了广泛关注。本研究旨在通过考虑橡胶改性沥青胶泥的流变特性来评估其性能,特别关注制备参数,即橡胶含量、目数和填料与沥青的比例。从实验结果来看,橡胶改性沥青胶泥的流变性能受到制备参数的显著影响。增加沥青胶泥中的橡胶粉含量可提高粘度。增加橡胶含量可在一定程度上改善高温抗车辙性能,但过高的橡胶粉含量会削弱高温性能的改善。随着橡胶目数的增加,车辙系数逐渐降低。填料与沥青的比率为 0.95 时,高温下的抗车辙性能最好。橡胶含量越高,网目数越大,沥青胶泥的低温抗裂性就越强。随着填料与沥青比例的增加,低温变形能力逐渐减小,导致低温抗裂性减弱。根据灰色关系分析,填料与沥青的比例对沥青胶泥高低温流变性能的影响最大,其次是橡胶含量。橡胶目数的影响相对较小。控制填料与沥青的比例以避免过高的数值至关重要。在可能的情况下,应在满足工艺要求的前提下使用较高的橡胶粉含量。这些发现为橡胶改性沥青胶泥的设计和优化提供了有价值的见解,有助于开发可持续的高性能沥青混合物,促进再生橡胶在路面工程中的使用。
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引用次数: 0
Investigating the role of palladium electrical contacts in interactions with carbyne nanomaterial solid matter 研究钯电触点在与卡宾纳米材料固体物质相互作用中的作用
IF 3.2 4区 材料科学 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2024-07-08 DOI: 10.3389/fmats.2024.1422398
Mariya Aleksandrova
Introduction: Traps at the interface between carbyne and palladium nanocoatings, produced at different growth conditions, are explored by current-voltage characteristics, scanning electron microscopy and thermal stimulation of charges for evaluation of their nature. It was found that the Pd films can form an Ohmic contact with the carbyne at certain deposition conditions and such deviated from the Ohmic behavior according to the RF sputtering voltage. This growth parameter was found to affect the interfacial traps formation on the carbyne surface, which is important feature for the charge trapping and releasing properties for hydrogen isotopes in the context of the energy release applications.Methods, Results and Discussion: The sputtering voltages of 0.5 kV and 0.7 kV were found unsuitable for controlled trap formation. Based on the currentvoltage and thermally stimulated current (TSC) measurements, a sputtering voltage of 0.9 kV appeared to be more favorable compared to 0.5 kV and 0.7 kV. At 0.9 kV thermal activation of charge carriers are enabled at lower thermal energies, showing a distinct change in TSC behavior correlated to trap activation.
简介:通过电流-电压特性、扫描电子显微镜和电荷热刺激等方法,研究了在不同生长条件下产生的卡宾和钯纳米涂层之间的界面陷阱,以评估其性质。研究发现,在特定的沉积条件下,钯薄膜可以与卡宾形成欧姆接触,而根据射频溅射电压的不同,这种接触会偏离欧姆行为。这一生长参数被发现会影响卡宾表面界面陷阱的形成,而这是氢同位素在能量释放应用中电荷捕获和释放特性的重要特征:发现 0.5 千伏和 0.7 千伏的溅射电压不适合受控阱的形成。根据电流电压和热刺激电流(TSC)的测量结果,0.9 千伏的溅射电压似乎比 0.5 千伏和 0.7 千伏更有利。在 0.9 千伏时,电荷载流子能在较低的热能下被热激活,从而显示出与陷阱激活相关的 TSC 行为的明显变化。
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引用次数: 0
Research on static mechanical properties of high-performance rubber concrete 高性能橡胶混凝土的静力学性能研究
IF 3.2 4区 材料科学 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2024-07-04 DOI: 10.3389/fmats.2024.1426979
Jinjin Ge, Gilbert Mubiana, Xiaoyu Gao, Yunfei Xiao, Suyong Du
High performance concrete (HPC) has the characteristics of high strength, high brittleness and low toughness, so it can not be widely used in engineering field. The rubber particles themselves have good elasticity and excellent wear resistance. To this end, rubber particles were used to prepare high performance rubber concrete (HPRC) instead of fine aggregate, and compressive strength and splitting tensile strength tests were carried out according to standard test methods. These data were evaluated, and it was found that adding different mesh number (10 mesh, 20 mesh, 30 mesh) and different content (10%, 20%, 30%) of rubber particles reduced the compressive and tensile properties of high-performance rubber concrete to different degrees. The rubber particles with l size of 30 mesh and content of 10% have the least influence on the mechanical properties of high-performance rubber concrete, and the compressive strength and tensile strength of HPC 28 days only decrease by 18.19% and 5.56%, respectively. From the damage form, the addition of rubber particles makes the high performance concrete change from brittle to ductile. The research shows that recycling rubber from waste tires into concrete manufacturing is an environmentally friendly and feasible waste management strategy. These results have the potential to replace concrete in construction and promote sustainable growth.
高性能混凝土(HPC)具有高强度、高脆性和低韧性的特点,因此无法广泛应用于工程领域。橡胶颗粒本身具有良好的弹性和优异的耐磨性。为此,我们用橡胶颗粒代替细骨料制备了高性能橡胶混凝土(HPRC),并根据标准测试方法进行了抗压强度和劈裂拉伸强度测试。对这些数据进行评估后发现,添加不同目数(10 目、20 目、30 目)和不同含量(10%、20%、30%)的橡胶颗粒会不同程度地降低高性能橡胶混凝土的抗压和抗拉性能。粒径为 30 目、含量为 10%的橡胶颗粒对高性能橡胶混凝土力学性能的影响最小,HPC 28 天抗压强度和抗拉强度仅分别降低了 18.19% 和 5.56%。从破坏形态上看,橡胶颗粒的加入使高性能混凝土由脆性变为韧性。研究表明,将废轮胎中的橡胶回收利用到混凝土制造中是一种环保、可行的废物管理策略。这些成果有可能在建筑中取代混凝土,促进可持续增长。
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引用次数: 0
Local thermal warpage deformation of polypropylene injection molded flat part and neural network prediction model 聚丙烯注塑扁平部件的局部热翘曲变形及神经网络预测模型
IF 3.2 4区 材料科学 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2024-07-04 DOI: 10.3389/fmats.2024.1421546
Jian Wang, Tao Liu, Kaihuang Zheng, Hao Liu, Hongdao Cui, Hang Li
Warpage deformation is a typical phenomenon for polymer injection-molded parts, mainly caused by unbalanced cooling, and it is inevitable. Complex process parameters usually lead to uncontrollable thermal behavior of the polymer materials during injection molding and significant experimental errors. This work presents an experimental mold with a flat mold cavity and nine local heating sections to determine the exact effect of temperature difference on the thermal deformation of injection molded parts. Through local heating at different positions, different warpage deformation was caused. Experimental results demonstrated the relationship between the local temperature and the local thermal warpage. The predicted results of local temperature distribution by numerical simulation presented a strong negative correlation with the experimental results (R2 = 67%); however, the warpage prediction results by numerical simulation were moderate (R2 = 35%). Machine learning with neural networks was further conducted based on the experimental results. When more data was given with a suitable neural network structure, the model prediction accuracy of warpage could be up to 97%, while for the extrapolation test, the prediction accuracy could also be up to 89%. This local thermal heating technique and neural network modeling method can be applied in further theoretical investigation of warpage of injection molded parts and support the development of new models with high accuracy in predicting warpage deformation.
翘曲变形是聚合物注塑件的典型现象,主要由不均衡的冷却造成,而且不可避免。复杂的工艺参数通常会导致聚合物材料在注塑成型过程中出现不可控的热行为,并产生显著的实验误差。本研究提出了一种具有扁平模腔和九个局部加热部分的实验模具,以确定温差对注塑件热变形的确切影响。通过不同位置的局部加热,产生了不同的翘曲变形。实验结果表明了局部温度与局部热翘曲之间的关系。数值模拟对局部温度分布的预测结果与实验结果呈很强的负相关(R2 = 67%);然而,数值模拟对翘曲的预测结果却一般(R2 = 35%)。在实验结果的基础上,进一步利用神经网络进行了机器学习。当给出更多数据并采用合适的神经网络结构时,模型对翘曲的预测准确率可达 97%,而对于外推法试验,预测准确率也可达 89%。这种局部热加热技术和神经网络建模方法可用于注塑成型零件翘曲的进一步理论研究,并支持开发预测翘曲变形精度高的新模型。
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引用次数: 0
The flexural mechanical properties and mesoscopic mechanisms of fracture failure of HPC with ASR inhibition measures under prolonged alkaline solution immersion 长期碱性溶液浸泡下采用 ASR 抑制措施的高密度聚碳酸酯的弯曲力学性能和断裂失效的介观机制
IF 3.2 4区 材料科学 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2024-07-04 DOI: 10.3389/fmats.2024.1407922
Juan Guo, Weifeng Liu, Jianbo Guo, Hongfa Yu, Haiyan Ma, Jun Yan, Qinghua Tao, Weiquan Gao, Meng Zhang, Fang Wang
The harsh geological conditions in the northwest region of China, characterized by widespread saline-alkali soil rich in alkali ions, pose a high risk of Alkali-Silica reaction (ASR) in concrete, particularly due to the presence of ASR-active natural river sands. To address ASR hazards, locally applied concrete often employs High-Performance concrete (HPC) prepared with high proportions of mineral admixtures. In this paper, the alkali content is controlled by adding mixed water with NaOH to the initial configuration of concrete, and three different alkali content states are set up. A 1 mol/L NaOH solution was used to simulate alkaline conditions, and HPC specimens were immersed for an extended period to investigate the effects of equivalent alkali content, immersion time, concrete strength, and admixture on the flexural mechanical properties of HPC under the condition of long-term alkali immersion. Results indicate that, the strength grade was positively correlated with the flexural strength of HPC, but the alkali content was negatively. Initial immersion significantly enhances strength, followed by a gradual decline after long-term immersion. Among three types of admixture addition methods, the impact on flexural strength of HPC immersed in alkaline solution for 10 years follows the order: Double doped air entraining agent and rust inhibitor is greater than single doped air entraining agent is greater than single doped rust inhibitor. In the process of macroscopic test, it is difficult to observe the variation rule of stress and strain in detail, only the final aggregate failure mode can be analyzed. In order to analyze the strain change of the specimen and the failure process of the aggregates more accurately, a three-dimensional random aggregate concrete mesoscopic model was established, and equations relating microhardness to the mechanical properties of concrete components were derived from statistical analysis, providing a basis for parameter selection in the model. Results demonstrate that with increasing strength, the occurrence time of initial cracks is delayed, and the ratio of cracks bypassing aggregates (cracks develop along the ITZ between aggregate and mortar until complete failure) decreases, and the ratio of cracks penetrating aggregates (cracks develop directly through aggregates in an almost vertical direction) increases.
中国西北地区地质条件恶劣,盐碱地普遍存在,富含碱离子,混凝土中发生碱硅反应(ASR)的风险很高,特别是由于存在具有 ASR 活性的天然河砂。为解决 ASR 危险,当地应用的混凝土通常采用高性能混凝土 (HPC),并配以高比例的矿物掺合料。本文通过在混凝土初始配置中加入含 NaOH 的混合水来控制碱含量,并设定了三种不同的碱含量状态。采用 1 mol/L NaOH 溶液模拟碱性条件,对 HPC 试件进行长时间浸泡,研究等效碱含量、浸泡时间、混凝土强度和外加剂对长期碱浸泡条件下 HPC 抗折力学性能的影响。结果表明,强度等级与 HPC 的抗折强度呈正相关,而碱含量则呈负相关。初始浸泡能明显提高强度,长期浸泡后强度逐渐下降。在三种外加剂添加方法中,在碱性溶液中浸泡 10 年的 HPC 对抗折强度的影响依次为双掺引气剂和防锈剂大于单掺引气剂大于单掺防锈剂。在宏观试验过程中,很难详细观察应力和应变的变化规律,只能分析最终的骨料破坏模式。为了更准确地分析试件的应变变化和骨料的破坏过程,建立了三维随机骨料混凝土中观模型,并通过统计分析得出了微硬度与混凝土构件力学性能的相关方程,为模型中参数的选择提供了依据。结果表明,随着强度的增加,初始裂缝的出现时间会推迟,绕过集料(裂缝沿着集料和砂浆之间的 ITZ 发展,直至完全破坏)的裂缝比例会降低,而穿透集料(裂缝直接穿过集料,以几乎垂直的方向发展)的裂缝比例会增加。
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引用次数: 0
Frontiers | Sustainable building materials (SBMs) and their impact on displaced persons health/wellbeing in selected IDP facilities, Nigeria 可持续建筑材料(SBM)及其对尼日利亚部分国内流离失所者设施中流离失所者健康/福祉的影响
IF 3.2 4区 材料科学 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2024-07-03 DOI: 10.3389/fmats.2024.1337843
Eghosa N. Ekhaese, Praise O. Akindoyin, Ibrahim A. Mohammed
There are 70.8 million Internally Displaced Persons in the world. In Sub-Saharan Africa Nigeria has 16.5 million people and the highest displacement rate. IDPs in Nigeria need shelters primarily to mitigate homelessness and improve their quality of health through sustainable building materials (SBM) used in design and construction. The study aimed to investigate SBMs and their impact on the health/wellbeing of Displaced Persons in IDP facilities to promote the health benefits of SBMs. Assess the SBMs used to design IDP facilities in the three case studies; ascertain the health/wellbeing components of the SBMs; and analyse the impact of SBM on displaced persons’ health/wellbeing. The study used the mixed (quality and quantitative) research method while leveraging the case study design. The research philosophy is pragmatism, and the research paradigms are interpretivist and constructivist. The data collection instrument includes a questionnaire survey for quantitative data, an in-depth interview guide, and an observation schedule (direct and participant). The findings reveal that SBMs have some health benefits, SBMs have impacts on the IDPs’ wellbeing, and SBMs can be sourced locally. According to the study, SBMs can reflect the people’s culture, making IDPs homely, happy and comfortable with positive psychosocial impacts that may improve their mental health.
全世界有 7080 万境内流离失所者。在撒哈拉以南非洲地区,尼日利亚有 1,650 万人,是流离失所率最高的国家。尼日利亚的境内流离失所者需要庇护所,主要是为了缓解无家可归的状况,并通过在设计和施工中使用可持续建筑材料(SBM)提高他们的健康质量。本研究旨在调查可持续建材及其对国内流离失所者设施中流离失所者的健康/福祉的影响,以促进可持续建材对健康的益处。评估在三个案例研究中用于设计国内流离失所者设施的标准管理措施;确定标准管理措施中的健康/福祉内容;分析标准管理措施对流离失所者健康/福祉的影响。本研究采用混合(质量和数量)研究方法,同时利用案例研究设计。研究理念是实用主义,研究范式是解释主义和建构主义。数据收集工具包括定量数据的问卷调查、深度访谈指南和观察计划(直接观察和参与观察)。研究结果表明,SBM 对健康有一定的益处,SBM 对国内流离失所者的福祉有影响,SBM 可以在当地采购。根据这项研究,所需的建材可以反映人民的文化,使国内流离失所者感到宾至如归、快乐和舒适,并产生积极的社会心理影响,从而改善他们的心理健康。
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引用次数: 0
The current status and trends of oral bone regeneration materials: a bibliometric analysis from 1991 to 2023 口腔骨再生材料的现状与趋势:1991 年至 2023 年的文献计量分析
IF 3.2 4区 材料科学 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2024-07-03 DOI: 10.3389/fmats.2024.1420900
Ronglin Tu, Xiaoming Liu, Lin Xu, Xuemin Yao, Ran Zhang, Jiadi Li, Wenjun Zhang, Jinrong Liu, Xiuping Wu, Bing Li
Objectives: Due to the complexity and importance of oral bone structure, oral bone regeneration materials differ from those used in other parts of the body. To study the research trends and hotspots of oral bone regeneration materials, this paper conducts a bibliometric analysis of related papers from 1991 to 2023 (retrieved on 27 September 2023).Materials and methods: Using bibliometric methods, two visualization metric software, Citespace and VOSviewer, were used to analyze 1217 papers in SCIE, including paper analysis, author analysis, country and institution analysis, keyword analysis, and cited literature analysis.Results: (Alavi et al., Oral Surgery Oral Medicine Oral Pathology Oral Radiology, 2023, 136 (5), 554–68) The number of papers is generally increasing and gradually stabilizing; (Xia et al., Bioactive Materials, 2021, 6 (11), 4186–208) Buser D is the most influential author, while Jung, Ronald E has the highest number of papers and total citations; (Wagner et al., Stem Cells Translational Medicine, 2019, 8 (10), 1084–91) The United States has the highest number of papers and citation frequency. The University of Bern and the University of Zurich in Switzerland are not only the institutions with the most papers but also the institutions with the most collaborations with other institutions. (Gallego et al., T Engineering Part A, 2010, 16 (4), 1179–87) Many research directions have persisted for decades since their inception. The field of oral bone regeneration materials is constantly developing and improving. In recent years, the research direction in this field may mainly focus on the role of blood cells and proteins in bone regeneration. (Wang et al., Japanese Dental Science Review, 2022, 58, 233–48). In recent years, the types of cited literature mainly include barrier membranes, alveolar ridge augmentation, bone graft materials, histological examination, and in vivo animal experimental models.Conclusion: The United States and Switzerland have a significant influence in the field of oral bone regeneration materials. The research hotspot in recent years is mainly on tissue engineering materials. However, traditional materials still occupy a large proportion in clinical treatment or research. In addition, the combined use of new and old materials has gradually become one of the research hotspots in this field.
目的:由于口腔骨骼结构的复杂性和重要性,口腔骨再生材料不同于身体其他部位的骨再生材料。为了研究口腔骨再生材料的研究趋势和热点,本文对1991年至2023年(检索日期为2023年9月27日)的相关论文进行了文献计量分析:采用文献计量学方法,使用Citespace和VOSviewer两款可视化计量软件对SCIE中的1217篇论文进行分析,包括论文分析、作者分析、国家和机构分析、关键词分析、被引文献分析等。结果:(Alavi et al., Oral Surgery Oral Medicine Oral Pathology Oral Radiology, 2023, 136 (5), 554-68)论文数量总体呈上升趋势,并逐渐趋于稳定;(Xia et al、Bioactive Materials,2021,6 (11),4186-208)Buser D是最有影响力的作者,而Jung,Ronald E的论文数量和总被引频次最高;(Wagner et al.,Stem Cells Translational Medicine,2019,8 (10),1084-91)美国的论文数量和被引频次最高。瑞士伯尔尼大学和苏黎世大学不仅是论文数量最多的机构,也是与其他机构合作最多的机构。(Gallego 等人,《T Engineering Part A》,2010 年,16 (4),1179-87)许多研究方向从一开始就坚持了几十年。口腔骨再生材料领域也在不断发展和完善。近年来,该领域的研究方向可能主要集中在血细胞和蛋白质在骨再生中的作用。(Wang 等人,《日本牙科科学评论》,2022 年,58 期,233-48 页)。近年来,被引用的文献类型主要包括屏障膜、牙槽嵴增高、骨移植材料、组织学检查、体内动物实验模型等:结论:美国和瑞士在口腔骨再生材料领域具有重要影响。近年来的研究热点主要集中在组织工程材料方面。但传统材料在临床治疗或研究中仍占有很大比重。此外,新旧材料的结合使用也逐渐成为该领域的研究热点之一。
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引用次数: 0
Selected challenges in solidification processing of graphene nanoplatelets (GNPs) reinforced aluminum alloys composites 石墨烯纳米片 (GNPs) 增强铝合金复合材料凝固过程中的若干挑战
IF 3.2 4区 材料科学 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2024-07-02 DOI: 10.3389/fmats.2024.1363270
Omid Ghaderi, Mehran Zare, Behzad Niroumand, Benjamin C. Church, Pradeep K. Rohatgi
Solidification processing of aluminum graphene composite is an attractive option for synthesis of metal matrix composites. Graphene reinforced aluminum metal matrix composites (GAMMCs) are of interest due to the low density and ultrahigh physical and mechanical properties of Graphene which can improve the properties of Al-Graphene composites. However, solidification processing of aluminum graphene composites has served challenges, including agglomeration of reinforcement and porosity resulting in decrease in properties above 0.five to three wt% graphene. Also, the graphene surface can react with molten aluminum alloys to form aluminum carbide. Challenges with particle distribution and porosity are frequently caused by the poor wetting of reinforcement by melt, requiring additions of selected wetting agents. The other problems include movement of reinforcement within the melt due to density differences and convection leading to nonuniform distribution of reinforcements. The graphene reinforcements can be pushed by solidifying interfaces under certain conditions during solidification leading to segregation of reinforcements in the interdendritic regions. The paper critically analyzes the above problems related to solidification processing of Aluminum- Graphene composites which has not been done in previous publications aluminum-graphene composites. The objective of this paper is to examine the challenges, and suggest possible solutions including addition of elements like silicon and magnesium to aluminum melt, coating graphene with metals like nickel and copper, controlling rate of advancement and nature of advancing solid liquid interface in a manner that they engulf graphene with dendrites or grains.
铝石墨烯复合材料的凝固加工是合成金属基复合材料的一种有吸引力的选择。石墨烯增强铝金属基复合材料(GAMMC)具有低密度、超高物理和机械性能,可改善铝石墨烯复合材料的性能,因此备受关注。然而,铝石墨烯复合材料的凝固加工也面临着一些挑战,包括石墨烯含量超过 0.5 到 3 wt% 时,会导致增强材料的团聚和多孔,从而降低性能。此外,石墨烯表面还可能与熔融铝合金发生反应,形成碳化铝。颗粒分布和孔隙率方面的问题通常是由于熔体对增强材料的润湿性较差造成的,因此需要添加特定的润湿剂。其他问题包括由于密度差异和对流导致强化剂在熔体中移动,从而造成强化剂分布不均匀。在凝固过程中的某些条件下,石墨烯增强体可能会被凝固界面推挤,导致增强体在树枝间区域发生偏析。本文对上述与铝-石墨烯复合材料凝固处理相关的问题进行了批判性分析,这在以前的铝-石墨烯复合材料出版物中是没有的。本文旨在研究面临的挑战,并提出可能的解决方案,包括在铝熔体中添加硅和镁等元素,在石墨烯上涂覆镍和铜等金属,控制固液界面的推进速度和性质,使其能以树枝状或颗粒状吞噬石墨烯。
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引用次数: 0
Improving stability and safety in concrete structures against high-energy projectiles: a machine learning perspective 提高混凝土结构在高能射弹面前的稳定性和安全性:机器学习视角
IF 3.2 4区 材料科学 Q3 MATERIALS SCIENCE, MULTIDISCIPLINARY Pub Date : 2024-07-01 DOI: 10.3389/fmats.2024.1416918
Qianhui Zhang, Yuzhen Jin, Guangzhi Wang, Qingmei Sun, Hamzeh Ghorbani
Concrete structures are commonly used as secure settlements and strategic shelters due to their inherent strength, durability, and wide availability. Examining the robustness and integrity of strategic concrete structures in the face of super-energy projectiles is of utmost significance in safeguarding vital infrastructure sectors, ensuring the well-being of individuals, and advancing the course of worldwide sustainable progress. This research focuses on forecasting the penetration depth (BPD) through the application of robust models, such as Multilayer Perceptron (MLP), Support Vector Machine (SVM), Light Gradient Boosting Machine (LightGBM), and K-Nearest Neighbors (KNN) as ML models. The dataset used consists of 1,020 data points sourced from the National Institute of Standards and Technology (NIST), encompassing various parameters such as cement content (Cp), ground granulated blast-furnace slag (GGBFS), fly ash content (FA), water portion (Wp), superplasticizer content (Sp), coarse aggregate content (CA), fine aggregate content (FAA), concrete sample age (t), concrete compressive strength (CCS), gun type (G-type), bullet caliber (B-Cali), bullet weight (Wb), and bullet velocity (Vb). Feature selection techniques revealed that the MLP model, incorporating eight input variables (FA, CA, Sp, GGBFS, Cp, t, FAA, and CCS), provides the most accurate predictions for BPD across the entire dataset. Comparing the four models used in this study, KNN demonstrates distinct superiority over the other methods. KNN, a non-parametric ML model used for classification and regression, possesses several advantages, including simplicity, non-parametric nature, no training requirements, robustness to noisy data, suitability for large datasets, and interpretability. The results reveal that KNN outperforms the other models presented in this paper, exhibiting an R2 value of 0.9905 and an RMSE value of 0.1811 cm, signifying higher accuracy in its predictions compared to the other models. Finally, based on the error analysis across iterations, it is evident that the final accuracy error of the KNN model surpasses that of the SVM, MLP, and LightGBM models, respectively.
混凝土结构因其固有的强度、耐久性和广泛的可用性,通常被用作安全定居点和战略掩体。研究战略混凝土结构在面对超能量射弹时的坚固性和完整性,对于保护重要的基础设施部门、确保个人福祉以及推动全球可持续发展进程具有极其重要的意义。本研究的重点是通过应用稳健模型预测穿透深度(BPD),如多层感知器(MLP)、支持向量机(SVM)、光梯度提升机(LightGBM)和 K-近邻(KNN)等 ML 模型。所使用的数据集由来自美国国家标准与技术研究院(NIST)的 1,020 个数据点组成,包含各种参数,如水泥含量 (Cp)、磨细高炉矿渣 (GGBFS)、粉煤灰含量 (FA)、水份 (Wp)、超塑化剂含量 (Sp)、粗骨料含量 (CA)、细骨料含量 (FAA)、混凝土试样龄期 (t)、混凝土抗压强度 (CCS)、喷枪类型 (G-type)、子弹口径 (B-Cali)、子弹重量 (Wb) 和子弹速度 (Vb)。特征选择技术表明,在整个数据集中,包含八个输入变量(FA、CA、Sp、GGBFS、Cp、t、FAA 和 CCS)的 MLP 模型对 BPD 的预测最为准确。比较本研究中使用的四种模型,KNN 明显优于其他方法。KNN 是一种用于分类和回归的非参数 ML 模型,具有多种优势,包括简单性、非参数性、无训练要求、对噪声数据的鲁棒性、适用于大型数据集以及可解释性。结果显示,KNN 优于本文介绍的其他模型,其 R2 值为 0.9905,RMSE 值为 0.1811 cm,这表明其预测准确性高于其他模型。最后,根据各次迭代的误差分析,可以看出 KNN 模型的最终准确度误差分别超过了 SVM、MLP 和 LightGBM 模型。
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