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Fast continuous in-situ XCT of additively manufactured carbon fiber reinforced tensile test specimens 增材制造碳纤维增强拉伸试样的快速连续原位XCT研究
Pub Date : 2023-10-12 DOI: 10.14311/app.2023.42.0022
Jonathan Glinz, Julia Maurer, Martin Holzleitner, Francesco Pace, Antonios Stamopoulos, Michal Vopálenský, Ivana Kumpová, Michael Eckl, Johann Kastner, Sascha Senck
The reinforcement of fused filament fabricated (FFF) components with continuous fibers allows for high versatility in the design of mechanical properties for a specific applications needs. However, the bonding quality between continuous fibers and the FFF matrix material has high impact on the overall performance of the composite. To investigate the bonding quality within additively manufactured (AM) continuous fiber reinforced specimens, tensile tests have been performed which revealed a sudden reduction in tensile stress, that most likely was not related to actual rupture of continuous fibers. Consequently, within this work we will expand upon these findings and present results of fast on-the-fly in-situ investigations performed on continuous carbon fiber reinforced specimens of the same AM build. During these investigations, specimens are loaded under the same conditions while fast XCT scans, with a total scan time of 12 seconds each, were performed consecutively. The resulting three-dimensional image data reveals internal meso- and macro-structural changes over time/strain to find the cause of the aforementioned reduction in tensile stress.
用连续纤维增强熔丝制造(FFF)组件,可以在特定应用需求的机械性能设计中实现高通用性。然而,连续纤维与FFF基材料之间的粘合质量对复合材料的整体性能影响很大。为了研究增材制造(AM)连续纤维增强试样的粘合质量,进行了拉伸试验,结果显示拉伸应力突然降低,这很可能与连续纤维的实际断裂无关。因此,在这项工作中,我们将扩展这些发现,并介绍对相同AM构建的连续碳纤维增强样品进行快速实时现场调查的结果。在这些研究中,试样在相同的条件下加载,同时连续进行快速XCT扫描,每次总扫描时间为12秒。由此产生的三维图像数据揭示了内部细观和宏观结构随时间/应变的变化,以找到上述拉应力降低的原因。
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引用次数: 0
Dynamic tests of the protective and security barrier system probar 防护和安全屏障系统的动态测试
Pub Date : 2023-10-12 DOI: 10.14311/app.2023.42.0083
Pavel Vrtal, Tomáš Kohout, Luboš Nouzovský, Zdeněk Svatý
The purpose of this paper is to present a series of dynamic tests for testing the protective and security barrier of the PROBAR system, developed by STRIX Chomutov, a.s., according to the PAS 68:2013 standard. The goal of the tests was to assess how the obstacle resist impacts and whether it can absorb the energy exerted on it. Verification of the mechanical properties of the device was performed in two types of impact configurations. Emphasis was placed on the behaviour of both the obstacle and the vehicle during the impact and in the short time interval after the collision. In terms of criteria for evaluating the impact tests, it can be stated that Test 2 exceeded the Theoretical Head Impact Velocity (THIV) criterion by 20 km h−1, while Test 1 did not exceed the limit value. However, all values for other criteria (ASI, PHD, HIC, 3ms) were within the specified limits, and the safety barrier met the required criteria which allows to be certificated.
本文的目的是介绍一系列动态测试,用于测试PROBAR系统的防护和安全屏障,该系统由STRIX Chomutov公司根据PAS 68:2013标准开发。测试的目的是评估障碍物如何抵抗冲击,以及它是否能吸收施加在它身上的能量。在两种类型的冲击配置下,对该装置的机械性能进行了验证。重点放在障碍物和车辆在碰撞期间以及碰撞后短时间间隔内的行为上。在评估冲击试验的标准方面,可以说试验2超出了理论头部撞击速度(THIV)标准20 km h - 1,而试验1没有超过极限值。然而,其他标准(ASI, PHD, HIC, 3ms)的所有值都在规定的范围内,并且安全屏障符合允许认证的要求标准。
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引用次数: 0
Mechanical properties of basalt: a study on compressive loading at different strain rates using SHPB 玄武岩力学特性:不同应变率下SHPB压缩载荷研究
Pub Date : 2023-10-12 DOI: 10.14311/app.2023.42.0017
Jan Falta, Nela Krčmářová, Tomáš Fíla, Martin Vavro, Leona Vavro
This article focuses on the mechanical properties of basalt in compressive loading at different strain-rates. The study employs advanced instrumentation for the evaluation of the results in dynamic conditions, while standard uni-axial loading device is used for evaluation in quasi-static conditions. Basalt specimens were subjected to four different loading-rates from 200–600 s−1 on which the stress-strain dependence was evaluated together with DIC analysis of crack initiation and disintegration process. Understanding the mechanical properties of basalt can provide insights for engineers and designers in creating structures that are durable and able to withstand different loading conditions. The findings of this study can have implications for a wide range of industries, including aerospace, automotive, and construction, among others.
研究了不同应变速率下玄武岩在压缩载荷作用下的力学特性。本研究在动态条件下采用先进的仪器对结果进行评估,在准静态条件下采用标准单轴加载装置对结果进行评估。在200 ~ 600 s−1 4种不同加载速率下,对玄武岩试样进行了应力应变关系评价,并对裂缝萌生和破裂过程进行了DIC分析。了解玄武岩的力学特性可以为工程师和设计师提供见解,以创造出耐用且能够承受不同载荷条件的结构。这项研究的发现可以对广泛的行业产生影响,包括航空航天、汽车和建筑等。
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引用次数: 0
Simulation of a multimaterial model for modified auxetic structures 修正结构的多材料模型仿真
Pub Date : 2023-10-12 DOI: 10.14311/app.2023.42.0012
Alexander Engel, Anne Jung
Auxetic structures, which is a term used to describe materials with a negative Poisson’s ratio, show beneficial properties like a low density, a high energy absorption capacity and an increased indentation resistance. This enables applications in many fields, such as aerospace and sports industries. Given their potential, many studies have already been conducted. Previously, the geometry of a selected auxetic re-entrant structure was optimized to maximize its mass-specific energy absorption capacity for ideal usage in lightweight applications. Moreover, a homogeneous material was used, whereas the combination of multiple materials could drastically increase the performance of such structures. Hence, in this study the use of two different materials combined into a modified re-entrant structure is investigated via Finite Element simulation. The Poisson’s ratio could thus be improved, which leads toa more pronounced and longer lasting auxetic effect.
辅助结构是一个用来描述具有负泊松比的材料的术语,它显示出诸如低密度、高能量吸收能力和增加的抗压痕等有益特性。这使得在许多领域的应用,如航空航天和体育产业。鉴于它们的潜力,已经进行了许多研究。在此之前,一种选择的辅助重入结构的几何形状进行了优化,以最大限度地提高其质量比能量吸收能力,以实现轻量化应用的理想用途。此外,使用了一种均匀的材料,而多种材料的组合可以大大提高这种结构的性能。因此,在本研究中,通过有限元模拟研究了两种不同材料组合成改进的再入式结构的使用。因此,泊松比可以提高,从而导致更明显和更持久的补充效应。
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引用次数: 0
Response of the ultra high performance concrete under dynamic compressive loading 超高性能混凝土在动压荷载作用下的响应
Pub Date : 2023-10-12 DOI: 10.14311/app.2023.42.0051
Nela Krčmářová, Jan Falta, Tomáš Fíla, David Čítek
Ultra high performance concrete is a modern cementitious material which exhibits excellent mechanical properties such as damage tolerance, fracture toughness and durability. These features make this materials suitable for wide range of applications where is the material subjected to different modes of loading and different loading rates.This paper deals with measurement of the Ultra high performance concrete reinforced with steel fibres in quasi-static compression mode of deformation and two elevated strain rates using split Hopkinson pressure bar. The results of the measurement show high increase of the mechanical properties with elevated strain rate.
超高性能混凝土是一种具有损伤容限、断裂韧性和耐久性等优异力学性能的现代胶凝材料。这些特点使这种材料适用于广泛的应用,其中材料受到不同的加载模式和不同的加载速率。本文采用分离式霍普金森压杆对钢纤维增强超高性能混凝土进行了准静态压缩变形和两种高应变速率下的测量。测量结果表明,随着应变速率的提高,材料的力学性能有较大的提高。
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引用次数: 0
Analysis of peel and shear strains in cracked lap shear specimens subjected to fatigue loading using digital image correlation 利用数字图像相关分析疲劳载荷下裂纹搭接剪切试样的剥离应变和剪切应变
Pub Date : 2023-10-12 DOI: 10.14311/app.2023.42.0067
Alessandra Panerai, Gianmarco Piccoli, Luca Michele Martulli, Andrea Bernasconi, Michele Carboni
Adhesive bonding presents many advantages, such as efficient manufacturing and improved structural performance [1]. However, in structures subjected to fatigue, cracks might initiate and propagate in joints, leading to in-service failure [2]. Most adhesively bonded joints are subjected to combination of peel and shear loads, so mixed I+II mode loading conditions are present [3]. In this work, Cracked Lap Shear specimens, which feature mixed I+II mode loading conditions, were tested under fatigue loading. During tests, crack growth was monitored using Visual Testing and Digital Image Correlation. With Digital Image Correlation, opening and sliding displacements in the bondline were extracted from the substrates’ displacement fields and compared against a Finite Element Model, revealing a highly strained process zone ahead of the crack tip. Results highlight the usefulness of DIC in capturing the deformation behaviour of adhesive joints under mixed mode loading conditions.
粘接具有制造效率高、结构性能改善等优点[1]。然而,在经受疲劳作用的结构中,裂纹可能在接头中萌生并扩展,导致在役失效[2]。粘接节点大多承受剥离和剪切双重载荷,因此存在混合I+II型加载条件[3]。本文采用I+II混合加载模式,对试件进行疲劳加载试验。在测试过程中,使用视觉测试和数字图像相关来监测裂纹扩展。利用数字图像相关技术,从基板位移场中提取键合线上的开口位移和滑动位移,并与有限元模型进行比较,揭示了裂纹尖端前方的高度应变过程区。结果强调了DIC在捕获粘接接头在混合模式加载条件下的变形行为方面的有效性。
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引用次数: 0
The possibilities of utilising the skiddometer T2GO for forensic engineering 利用T2GO打滑计进行法医工程的可能性
Pub Date : 2023-10-12 DOI: 10.14311/app.2023.42.0037
Tomáš Kohout, Pavel Vrtal, Adam Hoffmann, Tomáš Blodek
The aim of the paper is to verify the applicability of the T2GO skiddometer for measuring the coefficient of friction for forensic practice in accordance with the legislative framework of the Czech Republic. In the introduction, the article discusses the problem of friction coefficient measurement. The results of the comparison with dynamic measuring devices used in the Czech Republic and the determination of the mutual compliance rate with these devices, based on data obtained within the National Comparative Measurement Action, are presented. The article concludes with an interpretation and discussion of the results. In cases where no sufficient mutual compliance was found, an analysis and reasoning of these results is provided. Last but not least, based on the results, a procedure is proposed for future use of the T2GO skiddometer in practice within the legislative conditions of the Czech Republic.
本文的目的是根据捷克共和国的立法框架,验证T2GO滑动计在测量法医实践摩擦系数方面的适用性。在引言部分,本文讨论了摩擦系数的测量问题。介绍了与捷克共和国使用的动态测量装置进行比较的结果,以及根据国家比较测量行动中获得的数据确定与这些装置的相互符合率。文章最后对结果进行了解释和讨论。在没有发现充分的相互遵守的情况下,对这些结果进行分析和推理。最后但并非最不重要的是,根据结果,建议在捷克共和国的立法条件下,将来在实践中使用T2GO打滑计的程序。
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引用次数: 0
Volume changes measurement of elastomers using 3D DIC 使用三维DIC测量弹性体体积变化
Pub Date : 2023-10-12 DOI: 10.14311/app.2023.42.0046
Barbora Kotlánová, Soňa Rusnáková, Raphael Olabanji Ogunleye, Jakub Javořík
The presented research aims at measuring the volume changes of elastomers using digital image correlation (DIC) in the 3D configuration (stereo DIC). The deformation measurement method in stereo configuration was applied during the mechanical testing of two types of test specimens (dumbbells, cylinders) in uniaxial tension. In this configuration, two cameras were used. The test specimens were measured up to a specified strain value, and the measured data were used to obtain the strain dependence of Poisson’s ratio and the bulk modulus, which are crucial for hyperelastic models. The measurement results reveal that the stereo DIC method provides relatively less scattered data in the low-strain regions for dumbbell-shaped test specimens and is suitable for measuring various test specimen shapes.
本研究旨在利用数字图像相关技术(DIC)测量弹性体在三维构型下的体积变化。对哑铃、圆柱体两种试件在单轴拉伸下的力学性能进行了三维变形测量。在这个配置中,使用了两台摄像机。将试件测量至指定应变值,并利用测量数据得到泊松比和体模量与应变的关系,这是建立超弹性模型的关键。测量结果表明,对于哑铃形试件,立体DIC方法在低应变区域提供的散射数据相对较少,适用于各种形状试件的测量。
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引用次数: 0
Vision Zero application on Czech railways Vision Zero在捷克铁路上的应用
Pub Date : 2023-09-27 DOI: 10.14311/app.2023.41.0015
Jan Kruntorád, Lukáš Týfa
The railway is perceived as a modern, safe and environmentally sustainable way of transporting people and goods. In the past, appropriate innovations in the field of infrastructure and vehicles, combined with an attractive operational concept, have gradually become the backbone of public transport in the country. Even in this system, similar to other transport systems, there are accidents (events of emergency) or potentially risky situations. The paper places the issue of railway safety in the legislative context and uncovers the points of view from which the safety of railway traffic can be viewed.
铁路被认为是一种现代化、安全和环保的运输人和货物的方式。过去,基础设施和车辆领域的适当创新,加上有吸引力的运营理念,已逐渐成为该国公共交通的支柱。即使在这个系统中,与其他运输系统类似,也存在事故(紧急事件)或潜在的危险情况。本文将铁路安全问题置于立法的语境中,揭示了看待铁路交通安全问题的视角。
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引用次数: 0
Level of service of public transport operation - pilot study 公共交通营运服务水平-试点研究
Pub Date : 2023-09-27 DOI: 10.14311/app.2023.41.0008
Markéta Jirmanová, Vojtěch Novotný, Nikol Dousková
Smart transport planning based on the use of available data while supporting sustainable transport modes is an integral part of the Smart city concept. This article presents a critical analysis of the Level of Service of Public Transport Operation Assessment Method, which is based on two indicators - the reliability index and the travel speed index. The method is applied to a larger sample of data from several different cities, it makes it possible to evaluate the possible shortcomings of the method, since the method has not yet been applied to such a large number of case studies.
基于现有数据的智能交通规划,同时支持可持续的交通模式,是智慧城市概念的一个组成部分。本文对基于可靠性指标和运行速度指标的公共交通服务水平评价方法进行了批判性分析。该方法适用于来自几个不同城市的较大样本数据,因此有可能评估该方法可能存在的缺点,因为该方法尚未应用于如此大量的案例研究。
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引用次数: 0
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Acta Polytechnica CTU Proceedings
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