Pub Date : 2024-02-28DOI: 10.1007/s11223-024-00603-1
O. P. Gopkalo, P. S. Yukhymets, O. E. Gopkalo
In engineering practice, conservative approaches are used to assess the technical condition of pipelines with typical elements (branches, tees and adapters) using reference data on the mechanical properties of the metal in its original state. The use of such approaches to assess the technical condition without taking into account changes in the mechanical properties of the metal during the manufacturing process and long-term operation can lead to significant errors. As an example, this paper presents the results of experimental studies of the mechanical properties of the metal of the characteristic zones of typical pipeline elements and the steam generator housing. It is shown that the differences in the characteristics of resistance to the short-term static and cyclic loads of individual sections of typical pipeline elements are associated with the influence of technological and operational factors. It is recommended to use nondestructive testing methods for the rapid evaluation of differences in the structural state of the metal of different portions of the product, which determines its mechanical properties.
{"title":"Experimental Evalua tion of the Mechanical Properties of the Metal of the Characteristic Zones of Typical Pipeline Elements","authors":"O. P. Gopkalo, P. S. Yukhymets, O. E. Gopkalo","doi":"10.1007/s11223-024-00603-1","DOIUrl":"https://doi.org/10.1007/s11223-024-00603-1","url":null,"abstract":"<p>In engineering practice, conservative approaches are used to assess the technical condition of pipelines with typical elements (branches, tees and adapters) using reference data on the mechanical properties of the metal in its original state. The use of such approaches to assess the technical condition without taking into account changes in the mechanical properties of the metal during the manufacturing process and long-term operation can lead to significant errors. As an example, this paper presents the results of experimental studies of the mechanical properties of the metal of the characteristic zones of typical pipeline elements and the steam generator housing. It is shown that the differences in the characteristics of resistance to the short-term static and cyclic loads of individual sections of typical pipeline elements are associated with the influence of technological and operational factors. It is recommended to use nondestructive testing methods for the rapid evaluation of differences in the structural state of the metal of different portions of the product, which determines its mechanical properties.</p>","PeriodicalId":22007,"journal":{"name":"Strength of Materials","volume":"102 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2024-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140007196","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-28DOI: 10.1007/s11223-024-00610-2
L. Rova, M. Saito, H. Kurita, T. Kanno, A. Gallet-Pandellé, F. Narita
Silk fibroin (SF) is a natural polymer with excellent biocompatibility and mechanical properties and moderate human body degradability, making SF an interesting candidate for regenerative medicine. Composite materials of SF and polyethylene glycidyl methacrylate (PEGDMA), a biocompatible polymer, attract attention as scaffold materials for regenerative medicine. To the authors’ knowledge, SF–PEGDMA composite hydrogels have thus far not been manufactured using optical fabrication methods, and the change in their compressive properties during their degradation has not been studied. In addition, cellulose nanofiber (CNF), a plant-derived nanomaterial with excellent mechanical properties and biocompatibility, was added to the SF–PEGDMA hydrogels to enhance their mechanical properties. SF–PEGDMA composite hydrogels were three-dimensionally printed using digital light processing. The compressive strength of the obtained hydrogels stored in pure water or phosphate buffer solution temporarily increased and decreased after 4 days. However, after 7 days, the strength decreased to a level similar to that of the specimens which did not contain CNF. In the formability tests, the reproducibility of the model changed with the intensity of the light and the CNF concentration.
{"title":"Reproducibility and Compressive Strength Enhancement of Printed Silk Fibroin–Polyethylene Glycidyl Methacrylate Composite Hydrogels Via Cellulose Nanofibers","authors":"L. Rova, M. Saito, H. Kurita, T. Kanno, A. Gallet-Pandellé, F. Narita","doi":"10.1007/s11223-024-00610-2","DOIUrl":"https://doi.org/10.1007/s11223-024-00610-2","url":null,"abstract":"<p>Silk fibroin (SF) is a natural polymer with excellent biocompatibility and mechanical properties and moderate human body degradability, making SF an interesting candidate for regenerative medicine. Composite materials of SF and polyethylene glycidyl methacrylate (PEGDMA), a biocompatible polymer, attract attention as scaffold materials for regenerative medicine. To the authors’ knowledge, SF–PEGDMA composite hydrogels have thus far not been manufactured using optical fabrication methods, and the change in their compressive properties during their degradation has not been studied. In addition, cellulose nanofiber (CNF), a plant-derived nanomaterial with excellent mechanical properties and biocompatibility, was added to the SF–PEGDMA hydrogels to enhance their mechanical properties. SF–PEGDMA composite hydrogels were three-dimensionally printed using digital light processing. The compressive strength of the obtained hydrogels stored in pure water or phosphate buffer solution temporarily increased and decreased after 4 days. However, after 7 days, the strength decreased to a level similar to that of the specimens which did not contain CNF. In the formability tests, the reproducibility of the model changed with the intensity of the light and the CNF concentration.</p>","PeriodicalId":22007,"journal":{"name":"Strength of Materials","volume":"32 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2024-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140007054","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-28DOI: 10.1007/s11223-024-00608-w
M. R. Muzyka
The results of experimental studies on the optimal method of testing materials for hardness depending on physical and mechanical properties are presented. The possibility of evaluating the structural parameters, i.e., the homogeneity coefficients and the variation of the reliability of various devices for obtaining the hardness values of rolled metal products, is considered. The results obtained experimentally have shown the effectiveness of such evaluations. The reliability of the methods for testing the hardness of materials of different plasticities was controlled by determining the degree of dispersion of the obtained results by the LM-hardness method. The influence of the material’s physical and mechanical characteristics on the hardness test’s accuracy is analyzed. The possibility of choosing the most reliable Brinell, Vickers, or Rockwell method for determining hardness characteristics depending on the level of plastic properties of the sheet material was determined. Following Fisher’s theory of small samples in terms of the general population, a statistical assessment of the reliability of measurement methods was performed on a sample of a limited size, which makes it possible to assess the reliability of the results of hardness determination by various methods and determine the optimal variant of testing materials, including high-strength ones, for hardness. According to the methodology for analyzing variance to select the optimal variant for conducting studies of material hardness, the statistical assessment of the reliability of hardness measurements was carried out using a random sample from the general population in its central part in the number of five measurements following each other. The variance check is applied using the Cochrane criterion to determine the uncertain members of the variation series. Based on the research results, the predominant expediency of one or another Brinell, Vickers, or Rockwell method of conducting hardness tests depending on the level of plasticity of materials, especially high-strength ones, given their structural state as assessed by the parameters of hardness characteristics scattering – homogeneity coefficients m and variation v. The availability of this information will make it possible to determine the mechanical characteristics of materials by hardness values more reliably.
本文介绍了根据物理和机械性能测试材料硬度的最佳方法的实验研究结果。研究考虑了评估结构参数的可能性,即均匀系数和获取轧制金属产品硬度值的各种设备可靠性的变化。实验结果表明了此类评估的有效性。通过确定 LM 硬度法所得结果的分散程度,控制了不同塑性材料硬度测试方法的可靠性。分析了材料的物理和机械特性对硬度测试准确性的影响。确定了根据板材的塑料特性水平选择最可靠的布氏硬度、维氏硬度或洛氏硬度方法来确定硬度特性的可能性。根据费雪的小样本总体理论,在有限规模的样本上对测量方法的可靠性进行了统计评估,从而可以评估各种方法测定硬度结果的可靠性,并确定测试材料(包括高强度材料)硬度的最佳变体。根据分析方差以选择进行材料硬度研究的最佳变体的方法,对硬度测量的可靠性进行了统计评估,采用的方法是从一般人口的中心部分随机抽样,每次测量的次数为五次。采用科克伦准则进行方差检验,以确定方差序列中的不确定成员。根据研究结果,布氏、维氏或洛氏方法中的一种或另一种进行硬度测试的主要权宜之计取决于材料的塑性水平,特别是高强度材料,其结构状态由硬度特性散射参数--均匀性系数 m 和变差 v 评估。
{"title":"Experimental Determination of the Optimal Hardness Testing Method Depending on the Material’s Physical and Mechanical Properties","authors":"M. R. Muzyka","doi":"10.1007/s11223-024-00608-w","DOIUrl":"https://doi.org/10.1007/s11223-024-00608-w","url":null,"abstract":"<p>The results of experimental studies on the optimal method of testing materials for hardness depending on physical and mechanical properties are presented. The possibility of evaluating the structural parameters, i.e., the homogeneity coefficients and the variation of the reliability of various devices for obtaining the hardness values of rolled metal products, is considered. The results obtained experimentally have shown the effectiveness of such evaluations. The reliability of the methods for testing the hardness of materials of different plasticities was controlled by determining the degree of dispersion of the obtained results by the LM-hardness method. The influence of the material’s physical and mechanical characteristics on the hardness test’s accuracy is analyzed. The possibility of choosing the most reliable Brinell, Vickers, or Rockwell method for determining hardness characteristics depending on the level of plastic properties of the sheet material was determined. Following Fisher’s theory of small samples in terms of the general population, a statistical assessment of the reliability of measurement methods was performed on a sample of a limited size, which makes it possible to assess the reliability of the results of hardness determination by various methods and determine the optimal variant of testing materials, including high-strength ones, for hardness. According to the methodology for analyzing variance to select the optimal variant for conducting studies of material hardness, the statistical assessment of the reliability of hardness measurements was carried out using a random sample from the general population in its central part in the number of five measurements following each other. The variance check is applied using the Cochrane criterion to determine the uncertain members of the variation series. Based on the research results, the predominant expediency of one or another Brinell, Vickers, or Rockwell method of conducting hardness tests depending on the level of plasticity of materials, especially high-strength ones, given their structural state as assessed by the parameters of hardness characteristics scattering – homogeneity coefficients <i>m</i> and variation <i>v</i>. The availability of this information will make it possible to determine the mechanical characteristics of materials by hardness values more reliably.</p>","PeriodicalId":22007,"journal":{"name":"Strength of Materials","volume":"12 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2024-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140007058","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-28DOI: 10.1007/s11223-024-00611-1
L. Wang, J. Fu, H. Haeri, J. F. Labuz, M. Liu
The mechanism of fracture propagation from the circular blast holes with two symmetrical cracks in rock blasting operations was investigated by the displacement discontinuity method. The stress intensity factors at the crack tips of the pre-existing cracks were numerically determined using the displacement variations near the crack tips. In this paper, the variation of the displacement discontinuities along pre-existing cracks emanating from blast holes are studied and compared using linear, quadratic, and cubic collocations. For the crack tip behavior, cubic collections are used, and also the special crack tip element is employed to reduce the singularity at the crack tips. The numerical results of the normalized stress intensity factor for linear, quadratic, and cubic collocations of the displacement discontinuities compared with the analytical results. These sets of results are compared with one another, and good agreements have been reached between them.
{"title":"Numerical Investigation on Fracture Propagation Mechanism of Pre-Existing Symmetrical Cracks Emanating from the Circular Blast Holes","authors":"L. Wang, J. Fu, H. Haeri, J. F. Labuz, M. Liu","doi":"10.1007/s11223-024-00611-1","DOIUrl":"https://doi.org/10.1007/s11223-024-00611-1","url":null,"abstract":"<p>The mechanism of fracture propagation from the circular blast holes with two symmetrical cracks in rock blasting operations was investigated by the displacement discontinuity method. The stress intensity factors at the crack tips of the pre-existing cracks were numerically determined using the displacement variations near the crack tips. In this paper, the variation of the displacement discontinuities along pre-existing cracks emanating from blast holes are studied and compared using linear, quadratic, and cubic collocations. For the crack tip behavior, cubic collections are used, and also the special crack tip element is employed to reduce the singularity at the crack tips. The numerical results of the normalized stress intensity factor for linear, quadratic, and cubic collocations of the displacement discontinuities compared with the analytical results. These sets of results are compared with one another, and good agreements have been reached between them.</p>","PeriodicalId":22007,"journal":{"name":"Strength of Materials","volume":"7 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2024-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140007342","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-28DOI: 10.1007/s11223-024-00609-9
V. O. Petrenko, V. M. Ishchenko
The paper analyzes the current state of the grain transportation freight car fleet. The results of the analysis show that grain rail cars have exhausted their initially assigned service life, which is set by the manufacturer, and have the same type of defects in load-bearing structures in the area of the riveted joint of the backstop of the car hitch to the girder beam. A 3D model of a grain rail car of a typical design was developed. The stress distribution near the holes of the riveted joint of the backstop of the car hitch with the girder beam under the simultaneous action of normative forces was calculated by the finite element method using the SolidWorks program according to the 3rd theory of strength by the established design modes I and III. Implementing the proposed improvement justified the need to conduct relevant research work. These works included the study of the places and causes of cracks, and their result became the basis for the proposed modernization of the car frame.
本文分析了谷物运输货运车辆的现状。分析结果表明,谷物轨道车已经耗尽了制造商最初设定的使用寿命,并且在车厢铰链后挡板与大梁铆接处的承重结构中存在同类缺陷。我们建立了一个典型设计的谷物轨道车三维模型。使用 SolidWorks 程序,根据强度第三理论,按照既定的设计模式 I 和 III,用有限元法计算了在规范力的同时作用下,挡车器后挡板与大梁铆接孔附近的应力分布。为实施改进建议,有必要开展相关研究工作。这些工作包括研究裂缝的位置和原因,其结果成为建议的汽车车架现代化的基础。
{"title":"Strengthening Riveted Joints of the Grain Rail Car Backstop","authors":"V. O. Petrenko, V. M. Ishchenko","doi":"10.1007/s11223-024-00609-9","DOIUrl":"https://doi.org/10.1007/s11223-024-00609-9","url":null,"abstract":"<p>The paper analyzes the current state of the grain transportation freight car fleet. The results of the analysis show that grain rail cars have exhausted their initially assigned service life, which is set by the manufacturer, and have the same type of defects in load-bearing structures in the area of the riveted joint of the backstop of the car hitch to the girder beam. A 3D model of a grain rail car of a typical design was developed. The stress distribution near the holes of the riveted joint of the backstop of the car hitch with the girder beam under the simultaneous action of normative forces was calculated by the finite element method using the SolidWorks program according to the 3rd theory of strength by the established design modes I and III. Implementing the proposed improvement justified the need to conduct relevant research work. These works included the study of the places and causes of cracks, and their result became the basis for the proposed modernization of the car frame.</p>","PeriodicalId":22007,"journal":{"name":"Strength of Materials","volume":"102 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2024-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140007039","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-28DOI: 10.1007/s11223-024-00606-y
In the course of combat operations, accidental projectile detonation in the mortar barrel channel can occur through the faulty fuze actuation or detonation of two projectiles for the violation of safety measures, viz double charging of the mortar. Barrel rupture occasions pose new challenges for the developers of this weapon to improve the safe operation of mortars. The literature analysis revealed that among the current studies on the stress-strain state of mortar barrels during the projectile explosion in their channel, the results of determining the stresses in the barrel structures capable of withstanding the explosive gas pressure in the channel were absent. Existing mathematical models for evaluating the stress-strain state of a mortar barrel on the projectile detonation in its channel need to be improved. The potentials of developing new approaches to mortar barrel strengthening for combat operations are substantiated. For this, the theory of insert liquid-filled cylinder structures (pipes) is proposed. The internal pressure for those structures is calculated. The mortar barrels can be modified by applying the optimum combination of new materials and modern design circuitry.
{"title":"Insert Cylinder Structures for Mortar Barrel Strengthening","authors":"","doi":"10.1007/s11223-024-00606-y","DOIUrl":"https://doi.org/10.1007/s11223-024-00606-y","url":null,"abstract":"<p>In the course of combat operations, accidental projectile detonation in the mortar barrel channel can occur through the faulty fuze actuation or detonation of two projectiles for the violation of safety measures, viz double charging of the mortar. Barrel rupture occasions pose new challenges for the developers of this weapon to improve the safe operation of mortars. The literature analysis revealed that among the current studies on the stress-strain state of mortar barrels during the projectile explosion in their channel, the results of determining the stresses in the barrel structures capable of withstanding the explosive gas pressure in the channel were absent. Existing mathematical models for evaluating the stress-strain state of a mortar barrel on the projectile detonation in its channel need to be improved. The potentials of developing new approaches to mortar barrel strengthening for combat operations are substantiated. For this, the theory of insert liquid-filled cylinder structures (pipes) is proposed. The internal pressure for those structures is calculated. The mortar barrels can be modified by applying the optimum combination of new materials and modern design circuitry.</p>","PeriodicalId":22007,"journal":{"name":"Strength of Materials","volume":"234 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2024-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140007049","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-28DOI: 10.1007/s11223-024-00617-9
M. Z. Han, J. B. Guo, J. Li, Y. J. Huang, H. R. Qi, X. M. Chen
During the tunneling process of high-abrasion stratum with strong impact by tunnel boring machines (TBM), disc cutter rings made of H13 and DC53 steels are prone to failures like wear and chipping. To improve the service life of the cutter ring, a new kind of Cr-Mo-W-V medium carbon alloy cutter ring steel (DQ1) with better hardness and toughness was developed. The effects of the heat treatment process on the microscopic structure and mechanical properties of DQ1 steel were studied by the spectrometer, optical microscope, Rockwell hardness tester, and impact tester. The wear resistance of DQ1, H13, and DC53 steel was compared and analyzed through the abrasive wear test and rock breaking test. The results indicate that outstanding mechanical properties and wear resistance of DQ1 steel were obtained after quenching at 1040°C and tempering at 540°C, the hardness was 4.4 HRC higher than that of H13 steel, and the impact absorption energy was 85.7% higher than that of DC53 steel. In excavating strong impact and high abrasion formations, the average service life of the DQ1 steel cutter ring was increased by 24.6% compared with the H13 steel cutter ring, and the brittle fracture problem common in the DC53 cutter ring did not appear. The research achievements can facilitate to improve the excavation efficiency and reduce the cost of TBM in high strength and high erosion strata.
{"title":"Process Optimization and Performance of New TBM Disc Cutter Ring Steel","authors":"M. Z. Han, J. B. Guo, J. Li, Y. J. Huang, H. R. Qi, X. M. Chen","doi":"10.1007/s11223-024-00617-9","DOIUrl":"https://doi.org/10.1007/s11223-024-00617-9","url":null,"abstract":"<p>During the tunneling process of high-abrasion stratum with strong impact by tunnel boring machines (TBM), disc cutter rings made of H13 and DC53 steels are prone to failures like wear and chipping. To improve the service life of the cutter ring, a new kind of Cr-Mo-W-V medium carbon alloy cutter ring steel (DQ1) with better hardness and toughness was developed. The effects of the heat treatment process on the microscopic structure and mechanical properties of DQ1 steel were studied by the spectrometer, optical microscope, Rockwell hardness tester, and impact tester. The wear resistance of DQ1, H13, and DC53 steel was compared and analyzed through the abrasive wear test and rock breaking test. The results indicate that outstanding mechanical properties and wear resistance of DQ1 steel were obtained after quenching at 1040°C and tempering at 540°C, the hardness was 4.4 HRC higher than that of H13 steel, and the impact absorption energy was 85.7% higher than that of DC53 steel. In excavating strong impact and high abrasion formations, the average service life of the DQ1 steel cutter ring was increased by 24.6% compared with the H13 steel cutter ring, and the brittle fracture problem common in the DC53 cutter ring did not appear. The research achievements can facilitate to improve the excavation efficiency and reduce the cost of TBM in high strength and high erosion strata.</p>","PeriodicalId":22007,"journal":{"name":"Strength of Materials","volume":"12 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2024-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140007193","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-28DOI: 10.1007/s11223-024-00601-3
O. Yu. Chirkov
The application and comparison of different fracture mechanics concepts are discussed to be used in computing stress intensity factors (SIF) from the numerical solutions of model crack theory problems with a mixed scheme of the finite element method. Approximation of displacements rests on piecewise-linear interpolation functions with triangular elements, and strain and stress distributions are approximated by the linear combination that includes the piecewise-linear interpolation and interior bell function. The latter ensures the stability and convergence of the approximate discrete problem solution. The solution results for linear elastic and elastoplastic model plane central mode I crack-strip tension problems under different loading and plane strain state conditions are presented. Elastoplastic calculations were made with an ideal elastoplastic material model. The application of the energy balance and G-integral concepts to the calculation of the specific work of fracture at the stationary crack tip is substantiated. It is shown that on condition of uniform plate partition in the vicinity of the crack tip, the application of those concepts to SIF calculation for one loading stage is consistent with the Irwin plastic zone correction, maintaining this approach in further mesh thickening. Elastoplastic calculations on repeated loading demonstrated that tensile stresses ahead of the crack tip were about the same as on the initial one, but the opening at the crack tip on the former was larger than on the latter, and this effect was most pronounced for the first half of active loading values. Several aspects of SIF calculations on repeated loading are presented.
本文讨论了不同断裂力学概念的应用和比较,这些概念可用于利用有限元法的混合方案从模型裂纹理论问题的数值解中计算应力强度因子(SIF)。位移的近似依赖于三角形元素的片断线性插值函数,应变和应力分布则通过包括片断线性插值和内部钟形函数的线性组合来近似。后者确保了近似离散问题解的稳定性和收敛性。文中给出了不同荷载和平面应变状态条件下线性弹性和弹塑性模型平面中心模 I 裂缝带拉伸问题的求解结果。弹塑性计算采用理想的弹塑性材料模型。能量平衡和 G 积分概念在静止裂纹尖端断裂比功计算中的应用得到了证实。结果表明,在裂纹尖端附近板块均匀分隔的条件下,将这些概念应用于一个加载阶段的 SIF 计算与欧文塑性区修正是一致的,在进一步加厚网格时保持这种方法。对重复加载进行的弹塑性计算表明,裂纹尖端前方的拉应力与初始加载大致相同,但前者裂纹尖端的开口大于后者,而且这种影响在有效加载值的前半部分最为明显。本文介绍了重复加载 SIF 计算的几个方面。
{"title":"Mixed Scheme of the Finite Element Method as a Basis for Computational Analysis of Model Crack Mechanics Problems","authors":"O. Yu. Chirkov","doi":"10.1007/s11223-024-00601-3","DOIUrl":"https://doi.org/10.1007/s11223-024-00601-3","url":null,"abstract":"<p>The application and comparison of different fracture mechanics concepts are discussed to be used in computing stress intensity factors (SIF) from the numerical solutions of model crack theory problems with a mixed scheme of the finite element method. Approximation of displacements rests on piecewise-linear interpolation functions with triangular elements, and strain and stress distributions are approximated by the linear combination that includes the piecewise-linear interpolation and interior bell function. The latter ensures the stability and convergence of the approximate discrete problem solution. The solution results for linear elastic and elastoplastic model plane central mode I crack-strip tension problems under different loading and plane strain state conditions are presented. Elastoplastic calculations were made with an ideal elastoplastic material model. The application of the energy balance and <i>G</i>-integral concepts to the calculation of the specific work of fracture at the stationary crack tip is substantiated. It is shown that on condition of uniform plate partition in the vicinity of the crack tip, the application of those concepts to SIF calculation for one loading stage is consistent with the Irwin plastic zone correction, maintaining this approach in further mesh thickening. Elastoplastic calculations on repeated loading demonstrated that tensile stresses ahead of the crack tip were about the same as on the initial one, but the opening at the crack tip on the former was larger than on the latter, and this effect was most pronounced for the first half of active loading values. Several aspects of SIF calculations on repeated loading are presented.</p>","PeriodicalId":22007,"journal":{"name":"Strength of Materials","volume":"26 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2024-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140007051","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-28DOI: 10.1007/s11223-024-00618-8
X. L. Ge, H. Y. Xu, W. B. Liu, H. Wang, H. Yang
Firstly, this paper used a laser particle size analyzer to test the particle size distribution characteristics of four specific surface areas of phosphate slag powder particles. Then, it used the powder fractal theory to determine the fractal dimension of the different specific surface areas of the phosphate slag powder particle group. Finally, the effect of the fractal dimension of the phosphate slag powder particle group on the mechanical strength and activity index of the phosphate slag powder-cement cementitious system at 3 d, 28 d, and 180 d ages were studied. The results showed that the phosphate slag powder with different specific surface areas has self-similar fractal characteristics; the larger the specific surface area of phosphate slag powder, the higher the fractal dimension, and the fractal dimension of phosphate slag powder particle can characterize the properties of phosphate slag powder’s fineness and particle gradation in the process of grinding and refining. The phosphorus slag powder particle fractal dimension, the mechanical strength, and activity index of the phosphorus slag powder-cement cementitious system have linear correlation characteristics; the larger the fractal dimension, the higher the mechanical strength and activity index of the cementitious system with phosphate slag powder.
首先,本文使用激光粒度分析仪测试了四种比表面积磷矿渣粉末颗粒的粒度分布特征。然后,利用粉末分形理论确定了不同比表面积磷矿渣粉末颗粒组的分形维数。最后,研究了磷矿粉颗粒组的分形尺寸对磷矿粉-水泥胶凝体系在 3 d、28 d 和 180 d 龄期的机械强度和活性指数的影响。结果表明,不同比表面积的磷矿渣粉具有自相似的分形特征;磷矿渣粉的比表面积越大,分形维数越高,磷矿渣粉颗粒的分形维数可以表征磷矿渣粉在粉磨和细化过程中细度和颗粒级配的特性。磷渣粉颗粒分形维数、磷渣粉-水泥胶凝体系的力学强度和活性指数具有线性相关的特点,分形维数越大,磷渣粉胶凝体系的力学强度和活性指数越高。
{"title":"Self-Similar Fractal Characteristics of Phosphorus Slag Powder Particles and its Effect on the Mechanical Properties of Cementitious Systems","authors":"X. L. Ge, H. Y. Xu, W. B. Liu, H. Wang, H. Yang","doi":"10.1007/s11223-024-00618-8","DOIUrl":"https://doi.org/10.1007/s11223-024-00618-8","url":null,"abstract":"<p>Firstly, this paper used a laser particle size analyzer to test the particle size distribution characteristics of four specific surface areas of phosphate slag powder particles. Then, it used the powder fractal theory to determine the fractal dimension of the different specific surface areas of the phosphate slag powder particle group. Finally, the effect of the fractal dimension of the phosphate slag powder particle group on the mechanical strength and activity index of the phosphate slag powder-cement cementitious system at 3 d, 28 d, and 180 d ages were studied. The results showed that the phosphate slag powder with different specific surface areas has self-similar fractal characteristics; the larger the specific surface area of phosphate slag powder, the higher the fractal dimension, and the fractal dimension of phosphate slag powder particle can characterize the properties of phosphate slag powder’s fineness and particle gradation in the process of grinding and refining. The phosphorus slag powder particle fractal dimension, the mechanical strength, and activity index of the phosphorus slag powder-cement cementitious system have linear correlation characteristics; the larger the fractal dimension, the higher the mechanical strength and activity index of the cementitious system with phosphate slag powder.</p>","PeriodicalId":22007,"journal":{"name":"Strength of Materials","volume":"22 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2024-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140007184","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2024-02-28DOI: 10.1007/s11223-024-00602-2
O. V. Makhnenko, S. M. Kandala
To date, most WWER-1000 nuclear power units in Ukraine have reached the end of their design life (30 years). In view of this, work is under way to extend the service life of critical equipment elements beyond the design life (to up to 60 years). In addition to reactor vessels, these critical elements include vessel internals (VI). One of the key approaches in such works is a predictive assessment of the structural integrity of VI structures using mathematical modeling of physical processes typical for power unit operation under intense radiation exposure of structural material. The service life prediction methodology constantly requires refining and taking into account more factors affecting structural integrity. The paper considers the kinetics of changes in the stress intensity factor for postulated cracks in the reflection shield of WWER-1000 VIs during long-term operation and at the time of reactor emergency during the rupture of primary coolant circuit pipelines with a nominal diameter of 100 to 850 mm in the most dangerous areas in terms of brittle fracture resistance. A significant impact of taking into account the residual stresses formed as a result of welding and heat treatment of the reflection shield during manufacturing on the results of calculating the brittle fracture resistance was revealed, which may affect the conservatism of assessment methods when justifying long-term operation.
{"title":"Brittle Fracture Resistance of the Reflection Shield of a WWER-1000 Reactorunder Normal Operating and Emergency Conditions","authors":"O. V. Makhnenko, S. M. Kandala","doi":"10.1007/s11223-024-00602-2","DOIUrl":"https://doi.org/10.1007/s11223-024-00602-2","url":null,"abstract":"<p>To date, most WWER-1000 nuclear power units in Ukraine have reached the end of their design life (30 years). In view of this, work is under way to extend the service life of critical equipment elements beyond the design life (to up to 60 years). In addition to reactor vessels, these critical elements include vessel internals (VI). One of the key approaches in such works is a predictive assessment of the structural integrity of VI structures using mathematical modeling of physical processes typical for power unit operation under intense radiation exposure of structural material. The service life prediction methodology constantly requires refining and taking into account more factors affecting structural integrity. The paper considers the kinetics of changes in the stress intensity factor for postulated cracks in the reflection shield of WWER-1000 VIs during long-term operation and at the time of reactor emergency during the rupture of primary coolant circuit pipelines with a nominal diameter of 100 to 850 mm in the most dangerous areas in terms of brittle fracture resistance. A significant impact of taking into account the residual stresses formed as a result of welding and heat treatment of the reflection shield during manufacturing on the results of calculating the brittle fracture resistance was revealed, which may affect the conservatism of assessment methods when justifying long-term operation.</p>","PeriodicalId":22007,"journal":{"name":"Strength of Materials","volume":"10 1","pages":""},"PeriodicalIF":0.7,"publicationDate":"2024-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140007340","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}