Pub Date : 2024-01-01DOI: 10.1016/j.prostr.2023.12.026
Haseung Lee , Hyunbum Park
A study was conducted on the change in mechanical properties due to void, one of the fabrication defects of composite materials for wind turbine blades. The study was conducted based on glass fiber fabric, which is mainly applied to wind turbine blades, and the material properties were predicted by simulating random defects with micro and meso modeling of the composite material with void. The basic properties due to void were predicted through the homogenization method, and the failure properties were obtained through progressive failure analysis by applying virtual coupons according to ASTM D3090 and ASTM D6641. The currently widely used Mori-Tanaka method was used for mean field homogenization, the Hashin theory was used for failure conditions, and the Matzenmiller-Lubliner-Taylor method was used for progressive failure.
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Pub Date : 2024-01-01DOI: 10.1016/j.prostr.2023.12.038
Vitalijs Pavelko
Analysis of stress state and strength of piezoelectrical transducer (PET) in-built to structural component which loaded by static or cyclic load is done. All results and conclusions are applicable for thin PET of rectangular shape. The data of the fatigue test of reinforced Al-alloy panel and FEA results were used. The general statistical estimation of fatigue test data was made. The high probability of PET destruction at the cyclic load of typical level is shown for considered conditions. The detailed FEA of in-built PET stress state is performed, and in this base the development of brittle PET destruction at monotonically increasing load was predicted as equi-fragmental crushing (EFC) and its properties were described. The EFC process was adapted to PET destruction at cyclic load and used for construction of likelihood estimation (LHE) of the fatigue strength of PET. Using LHE model, the estimation of parameters of the normal distribution of the fatigue strength was obtained. The general comparison of in-built PET strength and PET at pure tension is given.
本研究分析了受静态或循环载荷作用的结构部件内置压电传感器(PET)的应力状态和强度。所有结果和结论均适用于矩形薄 PET。使用了强化铝合金面板的疲劳测试数据和有限元分析结果。对疲劳试验数据进行了一般统计估算。结果表明,在所考虑的条件下,PET 在典型水平的循环载荷下发生破坏的概率很高。对内置 PET 的应力状态进行了详细的有限元分析,并在此基础上预测了单调递增载荷下 PET 的脆性破坏发展为等碎片破碎(EFC),并描述了其特性。EFC 过程适用于循环载荷下的 PET 破坏,并用于构建 PET 疲劳强度的似然估计 (LHE)。利用 LHE 模型,获得了疲劳强度正态分布参数的估计值。给出了内置 PET 强度和纯拉伸 PET 的一般比较。
{"title":"Some problems of reliability of structural health monitoring","authors":"Vitalijs Pavelko","doi":"10.1016/j.prostr.2023.12.038","DOIUrl":"https://doi.org/10.1016/j.prostr.2023.12.038","url":null,"abstract":"<div><p>Analysis of stress state and strength of piezoelectrical transducer (PET) in-built to structural component which loaded by static or cyclic load is done. All results and conclusions are applicable for thin PET of rectangular shape. The data of the fatigue test of reinforced Al-alloy panel and FEA results were used. The general statistical estimation of fatigue test data was made. The high probability of PET destruction at the cyclic load of typical level is shown for considered conditions. The detailed FEA of in-built PET stress state is performed, and in this base the development of brittle PET destruction at monotonically increasing load was predicted as equi-fragmental crushing (EFC) and its properties were described. The EFC process was adapted to PET destruction at cyclic load and used for construction of likelihood estimation (LHE) of the fatigue strength of PET. Using LHE model, the estimation of parameters of the normal distribution of the fatigue strength was obtained. The general comparison of in-built PET strength and PET at pure tension is given.</p></div>","PeriodicalId":20518,"journal":{"name":"Procedia Structural Integrity","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2452321623007369/pdf?md5=846f10b6ad2b7397e7eb6021926fa12f&pid=1-s2.0-S2452321623007369-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139675260","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-01DOI: 10.1016/j.prostr.2024.01.048
Pedro Moreira, Paulo Tavares
In the last two years, since the virtual ICSI2021, research activity in Structural Integrity has seen an exponential increase, spilling over several exciting areas in materials, methods, and applications. For the most part, this has been fueled by both the necessity of diversifying energy sources and the societal pressure to cope with climate change and the issues brought about by the required technological development. Research into metal (mis)behavior in the presence of Hydrogen, to cite an example, which has long been an important topic in Structural Integrity, gradually came under the focus of a growing number of scientists due to its importance in Hydrogen storage. In testimony of the importance of this topic, nearly one-fourth of all ICSI2023 accepted abstracts focusing on Hydrogen Embrittlement-related topics. Concomitantly, the experimental activity related to experimental validation in new simulation concepts and applications, and novel applications for validated simulation models which, for instance, enable sensor virtualization, together with disruptive sensing technologies from the realm of science fiction a mere couple of years ago, are paving the way for a revamped R&D arena, with implications in most Engineering fields.
From the very start, five editions ago, ICSI has focused on all aspects and scales of structural integrity, ranging from basics to future trends, with special emphasis on multi-scale and multi-physics approaches, and applications to new materials and challenging environments. Current research topics in the realm of Structural Integrity targeted by ICSI2023 include, but are not limited to Fracture and Fatigue, Stress Analysis, Damage Tolerance, Durability, Crack Closure, Joining Technologies, Nanomechanics and Nanomaterials, Ageing, Coatings Technology, Environmental Effects, Structural Health Monitoring, New materials, Surface Engineering, Integrity of biomechanics structures in and many other exciting research topics.
In 2023, the ICSI organization focused on inviting lecturers related to topics that dominate the contemporary status in Structural Integrity, such as Prof. Frank Cheng from the University of Calgary, working in the field of corrosion engineering and pipeline reliability, Prof. Su Taylor from Queen's University in Belfast, devoted to the development of structural health monitoring of sustainable infrastructure; Prof. José Correia from Porto University, fully engaged in Structural Integrity of energy infrastructure; Prof. César Azevedo well known for his contribution in structural failure and Prof. Zagorac, from Belgrade University, working in the field of material behavior under extreme conditions. Like previous editions, ICSI2023 has been organized into a general track and a number of thematic symposia. Apart from Procedia Structural Integrity, a special issue from Engineering Failure Analysis will cover ICSI2023.
The response to the organization's efforts has been outsta
在过去的两年里,自虚拟国际结构完整性会议(ICSI2021)以来,结构完整性领域的研究活动呈指数级增长,涉及材料、方法和应用等多个令人兴奋的领域。这主要是由于能源多样化的必要性、应对气候变化的社会压力以及所需的技术发展带来的问题。例如,对金属在氢气存在下的(错误)行为的研究,长期以来一直是结构完整性领域的一个重要课题,由于其在氢气储存方面的重要性,逐渐成为越来越多科学家关注的焦点。为证明这一课题的重要性,在所有 ICSI2023 接收的论文摘要中,有近四分之一关注氢脆相关课题。与此同时,与新模拟概念和应用中的实验验证相关的实验活动,以及经过验证的模拟模型的新应用(例如实现传感器虚拟化),再加上几年前还只是科幻小说中的颠覆性传感技术,正在为改革研发领域铺平道路,并对大多数工程领域产生影响。从五届会议开始,国际结构完整性学会就一直关注结构完整性的各个方面和规模,从基础知识到未来趋势,特别强调多尺度和多物理方法,以及在新材料和挑战性环境中的应用。目前,ICSI2023 在结构完整性领域的研究课题包括但不限于断裂和疲劳、应力分析、损伤容限、耐久性、裂缝闭合、接合技术、纳米力学和纳米材料、老化、涂层技术、环境影响、结构健康监测、新材料、表面工程、生物力学结构完整性以及许多其他令人兴奋的研究课题。2023 年,国际结构完整性学会(ICSI)组织将重点邀请与当代结构完整性领域的主要议题相关的讲师,如来自卡尔加里大学的 Frank Cheng 教授。来自卡尔加里大学的 Frank Cheng 教授(从事腐蚀工程和管道可靠性领域的研究)、贝尔法斯特女王大学的 Su Taylor 教授(致力于开发可持续基础设施的结构健康监测)、波尔图大学的 José Correia 教授(致力于能源基础设施的结构完整性研究)、César Azevedo 教授(因其在结构失效方面的贡献而闻名)以及贝尔格莱德大学的 Zagorac 教授(从事极端条件下材料行为领域的研究)。与前几届会议一样,ICSI2023 分为一个综合主题和多个专题讨论会。除《结构完整性程序》(Procedia Structural Integrity)外,《工程失效分析》(Engineering Failure Analysis)的特刊也将报道 ICSI2023:组织者的努力得到了很好的回应:提出了 13 个专题讨论会;提交的摘要数量与前几届保持在类似水平,约有 200 份口头交流摘要获得批准。对于组织有意义的会议来说,这是一个非常具有挑战性的时期,但组织者努力使第五届会议成为一个令人难忘的会议,这将激励该领域的年轻研究人员和知名研究人员为 ICSI 做出更大贡献。
{"title":"Editorial – ICSI2023","authors":"Pedro Moreira, Paulo Tavares","doi":"10.1016/j.prostr.2024.01.048","DOIUrl":"https://doi.org/10.1016/j.prostr.2024.01.048","url":null,"abstract":"<div><p>In the last two years, since the virtual ICSI2021, research activity in Structural Integrity has seen an exponential increase, spilling over several exciting areas in materials, methods, and applications. For the most part, this has been fueled by both the necessity of diversifying energy sources and the societal pressure to cope with climate change and the issues brought about by the required technological development. Research into metal (mis)behavior in the presence of Hydrogen, to cite an example, which has long been an important topic in Structural Integrity, gradually came under the focus of a growing number of scientists due to its importance in Hydrogen storage. In testimony of the importance of this topic, nearly one-fourth of all ICSI2023 accepted abstracts focusing on Hydrogen Embrittlement-related topics. Concomitantly, the experimental activity related to experimental validation in new simulation concepts and applications, and novel applications for validated simulation models which, for instance, enable sensor virtualization, together with disruptive sensing technologies from the realm of science fiction a mere couple of years ago, are paving the way for a revamped R&D arena, with implications in most Engineering fields.</p><p>From the very start, five editions ago, ICSI has focused on all aspects and scales of structural integrity, ranging from basics to future trends, with special emphasis on multi-scale and multi-physics approaches, and applications to new materials and challenging environments. Current research topics in the realm of Structural Integrity targeted by ICSI2023 include, but are not limited to Fracture and Fatigue, Stress Analysis, Damage Tolerance, Durability, Crack Closure, Joining Technologies, Nanomechanics and Nanomaterials, Ageing, Coatings Technology, Environmental Effects, Structural Health Monitoring, New materials, Surface Engineering, Integrity of biomechanics structures in and many other exciting research topics.</p><p>In 2023, the ICSI organization focused on inviting lecturers related to topics that dominate the contemporary status in Structural Integrity, such as Prof. Frank Cheng from the University of Calgary, working in the field of corrosion engineering and pipeline reliability, Prof. Su Taylor from Queen's University in Belfast, devoted to the development of structural health monitoring of sustainable infrastructure; Prof. José Correia from Porto University, fully engaged in Structural Integrity of energy infrastructure; Prof. César Azevedo well known for his contribution in structural failure and Prof. Zagorac, from Belgrade University, working in the field of material behavior under extreme conditions. Like previous editions, ICSI2023 has been organized into a general track and a number of thematic symposia. Apart from Procedia Structural Integrity, a special issue from Engineering Failure Analysis will cover ICSI2023.</p><p>The response to the organization's efforts has been outsta","PeriodicalId":20518,"journal":{"name":"Procedia Structural Integrity","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2452321624000489/pdfft?md5=7904950247f83741f67b326729806c04&pid=1-s2.0-S2452321624000489-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139993065","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-01DOI: 10.1016/j.prostr.2024.01.070
Robin Depraetere , Wim De Waele , Margo Cauwels , Tom Depover , Kim Verbeken , Stijn Hertelé
In the light of the energy transition, part of the European natural gas pipeline grid will be converted to hydrogen gas pipelines. One of the challenges of this conversion is the well-acknowledged reduction in mechanical properties of steel in the presence of hydrogen, commonly known as ‘hydrogen embrittlement’. The steels in-use are of variable characteristics (with respect to chemical, microstructural and mechanical properties), resulting in a variety of plasticity and fracture behaviors. The present work investigates the effect of hydrogen on the fracture behavior of a relatively old grade API 5L X56 pipeline steel produced by normalized rolling which resulted in a banded microstructure. Tensile tests were performed on smooth and notched round bar specimens that were hydrogen pre-charged electrochemically (ex-situ), and compared to tests on uncharged specimens as a reference. The fractured specimens were scanned using high resolution X-ray computed tomography (X-ray micro-CT) to visualize and quantify the damage underneath the fracture surface. Statistics regarding the void size distribution and void shapes are provided. The fracture process in the absence of hydrogen is characterised by significant void development. The presence of hydrogen accelerates the fracture mechanisms without fundamentally altering them. This is in contrast with previous results obtained on a different pipeline steel grade, demonstrating the sensitivity of hydrogen embrittlement susceptibility to material characteristics.
在能源转型的背景下,欧洲天然气管道网的一部分将转换为氢气管道。这种转换的挑战之一是众所周知的钢材在氢气环境下机械性能的降低,即通常所说的 "氢脆"。使用中的钢材具有不同的特性(在化学、微观结构和机械性能方面),因此会产生各种塑性和断裂行为。本研究调查了氢气对 API 5L X56 管线钢断裂行为的影响,这种钢是通过正火轧制生产的,其微观结构呈带状。通过电化学方法(原位加氢)对光滑圆棒和缺口圆棒试样进行了拉伸试验,并将其与未加氢试样的试验结果进行了对比。使用高分辨率 X 射线计算机断层扫描(X 射线 micro-CT)对断裂试样进行扫描,以观察和量化断裂表面下的损伤情况。提供了有关空隙大小分布和空隙形状的统计数据。在没有氢气的情况下,断裂过程的特点是空隙明显增加。氢的存在加速了断裂机制,但并未从根本上改变这些机制。这与之前在不同管线钢等级上获得的结果形成了鲜明对比,表明了氢脆敏感性对材料特性的敏感性。
{"title":"Damage evolution of a hydrogen charged grade X56 pipeline steel evaluated using X-ray micro-CT","authors":"Robin Depraetere , Wim De Waele , Margo Cauwels , Tom Depover , Kim Verbeken , Stijn Hertelé","doi":"10.1016/j.prostr.2024.01.070","DOIUrl":"https://doi.org/10.1016/j.prostr.2024.01.070","url":null,"abstract":"<div><p>In the light of the energy transition, part of the European natural gas pipeline grid will be converted to hydrogen gas pipelines. One of the challenges of this conversion is the well-acknowledged reduction in mechanical properties of steel in the presence of hydrogen, commonly known as ‘hydrogen embrittlement’. The steels in-use are of variable characteristics (with respect to chemical, microstructural and mechanical properties), resulting in a variety of plasticity and fracture behaviors. The present work investigates the effect of hydrogen on the fracture behavior of a relatively old grade API 5L X56 pipeline steel produced by normalized rolling which resulted in a banded microstructure. Tensile tests were performed on smooth and notched round bar specimens that were hydrogen pre-charged electrochemically (ex-situ), and compared to tests on uncharged specimens as a reference. The fractured specimens were scanned using high resolution X-ray computed tomography (X-ray micro-CT) to visualize and quantify the damage underneath the fracture surface. Statistics regarding the void size distribution and void shapes are provided. The fracture process in the absence of hydrogen is characterised by significant void development. The presence of hydrogen accelerates the fracture mechanisms without fundamentally altering them. This is in contrast with previous results obtained on a different pipeline steel grade, demonstrating the sensitivity of hydrogen embrittlement susceptibility to material characteristics.</p></div>","PeriodicalId":20518,"journal":{"name":"Procedia Structural Integrity","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2452321624000702/pdf?md5=a2cc832b8caaa5e2d41d84b124d97941&pid=1-s2.0-S2452321624000702-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139993071","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-01DOI: 10.1016/j.prostr.2024.01.082
Jakub Gorski , Kajetan Dziedziech , Andrzej Klepka
The damage detection in structures using modulation transfer phenomena is a topic of increasing interest. However, the lack of comprehensive knowledge and established signal processing methods have hindered its widespread application. This paper explores the potential of the modulation transfer phenomenon for damage localisation by conducting experiments on test stands with two structures: a damaged and an undamaged beam. A well-defined procedure for processing response signals and damage indicators was established. Before the experiments, modal analysis was conducted to select the appropriate excitation frequency. The presented results include spectra and trends of the damage indicators, demonstrating the viability of using the modulation transfer phenomenon for damage localisation. Furthermore, the vibroacoustic modulation phenomenon was observed during the tests. These findings underscore the potential of modulation transfer techniques in structural health monitoring applications.
{"title":"Experimental investigation of modulation transfer technique for damage detection of structures","authors":"Jakub Gorski , Kajetan Dziedziech , Andrzej Klepka","doi":"10.1016/j.prostr.2024.01.082","DOIUrl":"https://doi.org/10.1016/j.prostr.2024.01.082","url":null,"abstract":"<div><p>The damage detection in structures using modulation transfer phenomena is a topic of increasing interest. However, the lack of comprehensive knowledge and established signal processing methods have hindered its widespread application. This paper explores the potential of the modulation transfer phenomenon for damage localisation by conducting experiments on test stands with two structures: a damaged and an undamaged beam. A well-defined procedure for processing response signals and damage indicators was established. Before the experiments, modal analysis was conducted to select the appropriate excitation frequency. The presented results include spectra and trends of the damage indicators, demonstrating the viability of using the modulation transfer phenomenon for damage localisation. Furthermore, the vibroacoustic modulation phenomenon was observed during the tests. These findings underscore the potential of modulation transfer techniques in structural health monitoring applications.</p></div>","PeriodicalId":20518,"journal":{"name":"Procedia Structural Integrity","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2452321624000829/pdf?md5=40b38360a73de83835637c96223e95f5&pid=1-s2.0-S2452321624000829-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139993518","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-01DOI: 10.1016/j.prostr.2024.01.089
T. Fekete , D. Antók , L. Tatár , P. Bereczki
Standard-based evaluations of tensile tests assume ideal geometry and homogeneous, isotropic material. Based on the Digital Twin concept, a measurement and evaluation system has been built in recent years allowing the monitoring of tensile tests with a fine temporal resolution and full spatial data acquisition technology that provides significantly more detailed data than conventional measurement techniques. This paper investigates whether the theoretical model used in Digital Twin can capture differences between the realistic initial geometry of a specimen and its idealised model. High-precision machining of samples, combined with highly accurate coordinate measurements, results in a fine resolution coordinate map. The geometric imperfections of the finished samples are well within the allowed manufacturing tolerances. Digital Twins of the test specimens were built using two approaches. First, the initial geometry of the specimen's active zone was idealised. For the second, the shape of the test specimen was defined by the best fitting surfaces to the observed results. Simulation results show that computations, based on realistic initial geometry, i.e., considering geometric imperfections inherent in the initial geometry, are much more accurate in tracking time evolution of the specimen geometry –including necking zone location– than computations based on idealised geometry.
{"title":"Investigation on geometric imperfections of tensile test specimens using optical full-field measurements and digital twin-based simulations","authors":"T. Fekete , D. Antók , L. Tatár , P. Bereczki","doi":"10.1016/j.prostr.2024.01.089","DOIUrl":"https://doi.org/10.1016/j.prostr.2024.01.089","url":null,"abstract":"<div><p>Standard-based evaluations of tensile tests assume ideal geometry and homogeneous, isotropic material. Based on the Digital Twin concept, a measurement and evaluation system has been built in recent years allowing the monitoring of tensile tests with a fine temporal resolution and full spatial data acquisition technology that provides significantly more detailed data than conventional measurement techniques. This paper investigates whether the theoretical model used in Digital Twin can capture differences between the realistic initial geometry of a specimen and its idealised model. High-precision machining of samples, combined with highly accurate coordinate measurements, results in a fine resolution coordinate map. The geometric imperfections of the finished samples are well within the allowed manufacturing tolerances. Digital Twins of the test specimens were built using two approaches. First, the initial geometry of the specimen's active zone was idealised. For the second, the shape of the test specimen was defined by the best fitting surfaces to the observed results. Simulation results show that computations, based on realistic initial geometry, i.e., considering geometric imperfections inherent in the initial geometry, are much more accurate in tracking time evolution of the specimen geometry –including necking zone location– than computations based on idealised geometry.</p></div>","PeriodicalId":20518,"journal":{"name":"Procedia Structural Integrity","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2452321624000891/pdf?md5=54497a5b4a7e64e81dd826c6ae9329d4&pid=1-s2.0-S2452321624000891-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139993556","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-01DOI: 10.1016/j.prostr.2024.01.052
Johannes Kaiser, Christian Bonten, Marc Kreutzbruck
Due to the steadily growing use of plastics, also for technically demanding applications, the selection of materials and their design are becoming increasingly important. A major part of the plastic design is the consideration of the temperature, whereas the heat development of the component under mechanical load has hardly been taken into account until today. Standard mechanical methods are often unable to describe molecular processes and the failure dynamics. Fracture mechanics methods in combination with imaging techniques offer the possibility to investigate the local failure much more precisely and represent a useful supplement to the standard testing methods. The unforeseen changes in the individual plastic properties due to the increased internal temperature changes during crack formation and the corresponding local softening can be considered in much greater detail. Thus, it has not yet been possible to clarify whether plastification at the crack tip inhibits or promotes crack growth. In order to be able to investigate this question, a test setup was implemented that determines basic fracture mechanics parameters and, in combination with a high-resolution thermographic camera provide temperature data with spatial and temporal resolution for each point on the so-called crack resistance curves. Three amorphous plastics were investigated in this study. These include a polystyrene and two polycarbonates with different chain lengths. To determine the mechanical properties, a tensile load is applied to pre-notched test specimens. In a first series of tests, the setup was used to determine the temperature change at the crack tip for test speeds between 1 mm/min and 250 mm/min. Due to the different polymer structure and the resulting different forces of attraction between the molecular chains of the polymers, a clear difference in the maximum temperatures at the crack surface between 45°C up to 90°C occurred. In addition, the material behavior had a major influence on the shape of the fracture process zone and showed a difference in the temperature data and strain rate recorded with the digital image system.
{"title":"Investigation of the Fracture Mechanical Behavior of Amorphous Polymers Considering Crack Tip Heating","authors":"Johannes Kaiser, Christian Bonten, Marc Kreutzbruck","doi":"10.1016/j.prostr.2024.01.052","DOIUrl":"https://doi.org/10.1016/j.prostr.2024.01.052","url":null,"abstract":"<div><p>Due to the steadily growing use of plastics, also for technically demanding applications, the selection of materials and their design are becoming increasingly important. A major part of the plastic design is the consideration of the temperature, whereas the heat development of the component under mechanical load has hardly been taken into account until today. Standard mechanical methods are often unable to describe molecular processes and the failure dynamics. Fracture mechanics methods in combination with imaging techniques offer the possibility to investigate the local failure much more precisely and represent a useful supplement to the standard testing methods. The unforeseen changes in the individual plastic properties due to the increased internal temperature changes during crack formation and the corresponding local softening can be considered in much greater detail. Thus, it has not yet been possible to clarify whether plastification at the crack tip inhibits or promotes crack growth. In order to be able to investigate this question, a test setup was implemented that determines basic fracture mechanics parameters and, in combination with a high-resolution thermographic camera provide temperature data with spatial and temporal resolution for each point on the so-called crack resistance curves. Three amorphous plastics were investigated in this study. These include a polystyrene and two polycarbonates with different chain lengths. To determine the mechanical properties, a tensile load is applied to pre-notched test specimens. In a first series of tests, the setup was used to determine the temperature change at the crack tip for test speeds between 1 mm/min and 250 mm/min. Due to the different polymer structure and the resulting different forces of attraction between the molecular chains of the polymers, a clear difference in the maximum temperatures at the crack surface between 45°C up to 90°C occurred. In addition, the material behavior had a major influence on the shape of the fracture process zone and showed a difference in the temperature data and strain rate recorded with the digital image system.</p></div>","PeriodicalId":20518,"journal":{"name":"Procedia Structural Integrity","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2452321624000520/pdf?md5=735121bb213fc1e5d0a4f8615c3b21a1&pid=1-s2.0-S2452321624000520-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139993573","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-01DOI: 10.1016/j.prostr.2024.01.053
Sjoerd T. Hengeveld , Davide Leonetti , Bert Snijder , Johan Maljaars
Accurately describing the fatigue crack growth rate and fatigue crack growth direction is crucial in determining the residual fatigue life of steel structures in general and for railway rails in particular. The crack growth rate and crack growth direction depend on the crack driving force. The stress intensity factor (SIF) is often considered as crack driving force and it depends on the applied load, the crack length and geometry. This paper concerns a numerical investigation on an inclined edge crack in a rail subjected to a moving patch load to evaluate its growth rate and direction including both normal and tangential stress components. A 2D finite element (FE) model is created including friction between the crack faces. The crack is incrementally extended in the predicted direction after each passage of the moving load. A parametric study is conducted to study the effect of the friction and traction coefficients. The results are compared in terms of predicted crack paths and SIF characteristics. It is shown that both friction and traction have a significant influence on the fatigue crack growth rate and path.
{"title":"Prediction of fatigue crack paths including crack-face friction for an inclined edge crack subjected to mixed mode loading","authors":"Sjoerd T. Hengeveld , Davide Leonetti , Bert Snijder , Johan Maljaars","doi":"10.1016/j.prostr.2024.01.053","DOIUrl":"https://doi.org/10.1016/j.prostr.2024.01.053","url":null,"abstract":"<div><p>Accurately describing the fatigue crack growth rate and fatigue crack growth direction is crucial in determining the residual fatigue life of steel structures in general and for railway rails in particular. The crack growth rate and crack growth direction depend on the crack driving force. The stress intensity factor (SIF) is often considered as crack driving force and it depends on the applied load, the crack length and geometry. This paper concerns a numerical investigation on an inclined edge crack in a rail subjected to a moving patch load to evaluate its growth rate and direction including both normal and tangential stress components. A 2D finite element (FE) model is created including friction between the crack faces. The crack is incrementally extended in the predicted direction after each passage of the moving load. A parametric study is conducted to study the effect of the friction and traction coefficients. The results are compared in terms of predicted crack paths and SIF characteristics. It is shown that both friction and traction have a significant influence on the fatigue crack growth rate and path.</p></div>","PeriodicalId":20518,"journal":{"name":"Procedia Structural Integrity","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2452321624000532/pdf?md5=fa7de537c96590cc8b3dc3c129591612&pid=1-s2.0-S2452321624000532-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139993574","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-01DOI: 10.1016/j.prostr.2024.01.125
Jamal A. Abdalla , Rami A. Hawileh , Maha Ass'ad , S.S. Ahmed , A. Omer , O. Abdulkadeer
This study aims at investigating the effect of strengthening shear-deficient recycled aggregate concrete (RAC) beams with carbon fiber-reinforced polymer (CFRP) laminates. Five RAC beams were cast, four of which were strengthened with different CFRP shear strengthening configurations: U-wraps bonded at 45°, vertical U-wraps, continuous U-wraps along the shear span, and side-boned laminates. In addition, one RAC specimen was left unstrengthened to act as a benchmark specimen. For comparison purposes, an additional five normal aggregate concrete (NAC) beams were cast, three of which are strengthened with similar CFRP schemes as that of the RAC, and one was left unstrengthened. All beams are loaded under four-point bending tests, and the results in terms of shear force-deflection graphs and failure modes are analyzed and compared. Experimental results indicated that the shear force values obtained in NAC and RAC beams are comparable. In fact, the percentage increase in the shear strength compared to the respective control beam was higher for RAC beams than that of NAC beams. This proves the effectiveness of using different shear strengthening configurations and the viability of using CFRP shear strengthened RAC beams compared to CFRP shear strengthened NAC beams.
{"title":"Behavior of normal and recycled aggregates beams strengthened with different types of externally bonded shear reinforcement","authors":"Jamal A. Abdalla , Rami A. Hawileh , Maha Ass'ad , S.S. Ahmed , A. Omer , O. Abdulkadeer","doi":"10.1016/j.prostr.2024.01.125","DOIUrl":"https://doi.org/10.1016/j.prostr.2024.01.125","url":null,"abstract":"<div><p>This study aims at investigating the effect of strengthening shear-deficient recycled aggregate concrete (RAC) beams with carbon fiber-reinforced polymer (CFRP) laminates. Five RAC beams were cast, four of which were strengthened with different CFRP shear strengthening configurations: U-wraps bonded at 45°, vertical U-wraps, continuous U-wraps along the shear span, and side-boned laminates. In addition, one RAC specimen was left unstrengthened to act as a benchmark specimen. For comparison purposes, an additional five normal aggregate concrete (NAC) beams were cast, three of which are strengthened with similar CFRP schemes as that of the RAC, and one was left unstrengthened. All beams are loaded under four-point bending tests, and the results in terms of shear force-deflection graphs and failure modes are analyzed and compared. Experimental results indicated that the shear force values obtained in NAC and RAC beams are comparable. In fact, the percentage increase in the shear strength compared to the respective control beam was higher for RAC beams than that of NAC beams. This proves the effectiveness of using different shear strengthening configurations and the viability of using CFRP shear strengthened RAC beams compared to CFRP shear strengthened NAC beams.</p></div>","PeriodicalId":20518,"journal":{"name":"Procedia Structural Integrity","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2452321624001252/pdf?md5=7c11239cd8a34e35a13ef346ab64cebc&pid=1-s2.0-S2452321624001252-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139993594","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-01-01DOI: 10.1016/j.prostr.2024.01.127
Daniel F.O. Braga , Lucas Azevedo , G. Cipriano , Pedro M.G.P. Moreira
Laser Metal Deposition (LMD) ability to precisely fabricate complex geometries layer by layer, along with its capability to repair and enhance existing components, has ushered in new frontiers of design freedom and innovation. As industries continually seek solutions for increased efficiency and performance, LMD offers an avenue to unlock novel possibilities, enabling the production of high-quality, intricately designed parts while simultaneously reducing material waste, with significant build rate when compared to other metal AM processes. The unique properties of nickel-based superalloys, including exceptional high-temperature strength and corrosion resistance, make them indispensable materials for critical applications, particularly in aerospace, power generation, and the energy sector. This research paper presents a comprehensive investigation into the process optimization of laser melting deposition for Inconel 625, a high-performance nickel-chromium-based superalloy. The study employed a center cubic design as a Design of Experiments (DoE) framework, with a primary focus on achieving the maximum tensile strength as the optimization objective. A series of quasi-static tensile tests was conducted to evaluate the mechanical properties of the deposited material, while optical microscopy was utilized to analyze the cross-sectional characteristics, including deposition density and defect sizes.
激光金属沉积 (LMD) 能够逐层精确制造复杂的几何形状,还能修复和增强现有部件,为设计自由度和创新开辟了新的领域。随着各行各业不断寻求提高效率和性能的解决方案,LMD 为开启新的可能性提供了一条途径,使生产高质量、设计复杂的零件成为可能,同时减少了材料浪费,与其他金属 AM 工艺相比,具有显著的制造率。镍基超合金具有独特的性能,包括出色的高温强度和耐腐蚀性,是关键应用领域不可或缺的材料,尤其是在航空航天、发电和能源领域。本研究论文介绍了对 Inconel 625(一种高性能镍铬基超级合金)激光熔融沉积工艺优化的全面调查。研究采用了中心立方设计作为实验设计(DoE)框架,以实现最大抗拉强度为主要优化目标。通过一系列准静态拉伸试验来评估沉积材料的机械性能,同时利用光学显微镜分析横截面特征,包括沉积密度和缺陷尺寸。
{"title":"Design of Experiments based optimization of Direct Energy Deposition Inconel 625 processing for a power generation turbine blade","authors":"Daniel F.O. Braga , Lucas Azevedo , G. Cipriano , Pedro M.G.P. Moreira","doi":"10.1016/j.prostr.2024.01.127","DOIUrl":"https://doi.org/10.1016/j.prostr.2024.01.127","url":null,"abstract":"<div><p>Laser Metal Deposition (LMD) ability to precisely fabricate complex geometries layer by layer, along with its capability to repair and enhance existing components, has ushered in new frontiers of design freedom and innovation. As industries continually seek solutions for increased efficiency and performance, LMD offers an avenue to unlock novel possibilities, enabling the production of high-quality, intricately designed parts while simultaneously reducing material waste, with significant build rate when compared to other metal AM processes. The unique properties of nickel-based superalloys, including exceptional high-temperature strength and corrosion resistance, make them indispensable materials for critical applications, particularly in aerospace, power generation, and the energy sector. This research paper presents a comprehensive investigation into the process optimization of laser melting deposition for Inconel 625, a high-performance nickel-chromium-based superalloy. The study employed a center cubic design as a Design of Experiments (DoE) framework, with a primary focus on achieving the maximum tensile strength as the optimization objective. A series of quasi-static tensile tests was conducted to evaluate the mechanical properties of the deposited material, while optical microscopy was utilized to analyze the cross-sectional characteristics, including deposition density and defect sizes.</p></div>","PeriodicalId":20518,"journal":{"name":"Procedia Structural Integrity","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2452321624001276/pdf?md5=37f40259d5958f7267cbee457a0d2e7c&pid=1-s2.0-S2452321624001276-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139993596","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}