Journal of the Mechanical Behavior of Materials最新文献_第6页

Influence on compressive and tensile strength properties of fiber-reinforced concrete using polypropylene, jute, and coir fiber 聚丙烯、黄麻和椰壳纤维对纤维增强混凝土抗压和抗拉强度的影响

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0263

Khawaja Adeel Tariq, Jamil Ahmad, Syed Ali Husnain, Muhammad Sufyan Ijaz

{"title":"Influence on compressive and tensile strength properties of fiber-reinforced concrete using polypropylene, jute, and coir fiber","authors":"Khawaja Adeel Tariq, Jamil Ahmad, Syed Ali Husnain, Muhammad Sufyan Ijaz","doi":"10.1515/jmbm-2022-0263","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0263","url":null,"abstract":"Abstract This research work is related to the use of environment friendly materials like fibers of coir, polypropylene and jute in concrete. An economical reinforced concrete is produced by reducing the diameter of steel bar by using fiber ropes. We have examined the compressive and flexural strength of fiber-reinforced concrete. In this study, concrete mix is prepared by using coir fibers. Although instead of using only conventional steel bars, reinforced concrete behavior was investigated with the combination of polypropylene fiber and jute fiber ropes along with steel bars for a constant water binder ratio. These fiber ropes are wound around steel bar with the help of Zepoxy 300 for proper bonding of fiber ropes and steel bar. The results demonstrate that properties of concrete are enhanced by using fibers. Fiber ropes with steel bar in coir concrete increased the flexural strength and compressive strength by 6 and 7%, respectively. Furthermore, it is observed that the addition of fibers in concrete changes the cracking pattern of reinforced concrete beams.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":" ","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42995056","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Behavior of circular skirted footing on gypseous soil subjected to water infiltration 水入渗作用下石膏土圆形裙边基础的性能研究

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0252

Khawla A. Aljuari, M. Fattah, M. N. J. Alzaidy

{"title":"Behavior of circular skirted footing on gypseous soil subjected to water infiltration","authors":"Khawla A. Aljuari, M. Fattah, M. N. J. Alzaidy","doi":"10.1515/jmbm-2022-0252","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0252","url":null,"abstract":"Abstract Skirted footings are used to increase the final carrying capacity of shallow foundations resting on unstable soil and to decrease settling by limiting the soil beneath them. Skirted footings are utilized as an alternative to pile driving in poor strength soils at the top layer, such as gypseous soil, to save project costs and time spent installing piles while maintaining excellent performance. The settling of circular skirted footings resting on gypseous soil subjected to loading, infiltration, and collapsing stages was investigated using numerical calculations in this research study to determine their stability under environmental loadings. Finite element analyses were carried out using the commercially available software GEO-STUDIO. The stage of gypseous soil and variable skirt depth to footing diameter ratios (d/D) were taken into consideration. The findings reveal that both the soil stage and the skirt embedment ratio have a substantial impact on the ultimate bearing capacity and the settlement of weak soil, with the skirt embedment ratio increasing resulting in superior skirted footing performance. Furthermore, the improvement in settlement for the loading stage is the smallest, whereas the value for the collapsing soil stage is the largest.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":" ","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44773827","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Microstructural characteristics and mechanical properties of rotary friction-welded dissimilar AISI 431 steel/AISI 1018 steel joints 旋转摩擦焊接AISI 431钢/AISI 1018钢异种接头的组织特征和力学性能

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0273

Dhamothara kannan Thirumalaikkannan, Sivaraj Paramasivam, Balasubramanian Visvalingam, Tushar Sonar, M. Ivanov, Seeman Murugaesan

{"title":"Microstructural characteristics and mechanical properties of rotary friction-welded dissimilar AISI 431 steel/AISI 1018 steel joints","authors":"Dhamothara kannan Thirumalaikkannan, Sivaraj Paramasivam, Balasubramanian Visvalingam, Tushar Sonar, M. Ivanov, Seeman Murugaesan","doi":"10.1515/jmbm-2022-0273","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0273","url":null,"abstract":"Abstract The main objective of this study was to analyze the microstructural characteristics and strength performance of dissimilar AISI 431 steel/AISI 1018 steel joints developed using rotary friction welding. The microstructural characteristics of different regions of dissimilar rod-to-plate joints were analyzed using optical microscopy. The tensile properties and microhardness of dissimilar rod-to-plate joints were evaluated to assess the joint performance. The microhardness distribution across the cross-sectional region of dissimilar rod-to-plate joints was recorded and correlated with the tensile failure. Scanning electron microscopy was used to analyze the fractured region of dissimilar rod-to-plate tensile specimens. Results showed that the dissimilar AISI 431 steel/AISI 1018 steel joints steel exhibited a tensile strength of 650 MPa, a yield strength of 452 MPa, and a % elongation of 18%. The microhardness of the weld interface (WI) was higher up to 515 HV0.5. The grain growth and resulting lower hardness in heat-affected zone (HAZ) are mainly responsible for the failure of the joints in HAZ only. The superior tensile properties and greater interface hardness of dissimilar AISI 431 steel/AISI 1018 steel joints are correlated with the evolution of finer grain microstructure in the WI zone.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":" ","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45673273","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 1

Internal curing of ultra-high-performance concrete: A comprehensive overview 超高性能混凝土内部养护:综合综述

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0282

S. Haruna, M. Adamu, Y. Ibrahim, M. M. Aliyu, S. I. Haruna

{"title":"Internal curing of ultra-high-performance concrete: A comprehensive overview","authors":"S. Haruna, M. Adamu, Y. Ibrahim, M. M. Aliyu, S. I. Haruna","doi":"10.1515/jmbm-2022-0282","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0282","url":null,"abstract":"Abstract This article presents an overview of the research on the effects of internal curing (IC) on ultra-high-performance concrete (UHPC). The process of adding a curing ingredient to the concrete mixture to serve as a water reservoir is known as internal curing. IC is a viable technique for supplying additional water for curing cement-based material with lower water-to-binder concrete. It is distinct from externally applied curing. The water meant for internal water curing is dispersed within the concrete after it hardened and facilitated the hydration process. It was used to minimize self-desiccation and shrinkage in UHPC. Based on the reviewed literature, an exchange between mechanical characteristics and autogenous shrinkage for concrete was observed for internally cured UHPC. Even though IC affects the mechanical characteristics, after 28 days, it was possible to achieve a compressive strength of over 150 MPa. Thermal curing was found to exhibit a remarkable effect on the development of UHPC strength. Experimental findings revealed that using pre-saturated aggregates for IC improves the tensile strength of UHPC. The scanning electron microscope images revealed that the bulk of the voids within the super-absorbent polymer cavities are filled with portlandite.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":" ","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45859192","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Analysis of the tensile and bending strengths of the joints of “Gigantochloa apus” bamboo composite laminated boards with epoxy resin matrix 环氧树脂基竹材复合层合板接缝抗拉、抗弯强度分析

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0276

P. Manik, A. Firdhaus, T. Tuswan, K. Kiryanto, Bagus Muhammad Ichsan

{"title":"Analysis of the tensile and bending strengths of the joints of “Gigantochloa apus” bamboo composite laminated boards with epoxy resin matrix","authors":"P. Manik, A. Firdhaus, T. Tuswan, K. Kiryanto, Bagus Muhammad Ichsan","doi":"10.1515/jmbm-2022-0276","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0276","url":null,"abstract":"Abstract The need for wood in the ship building industry continues to grow every year. An alternative raw material is needed to replace wood at a more affordable price, namely, bamboo laminated boards. However, bamboo has a weak connection between its segments, with a maximum length between components of less than 40 cm. To reduce these weaknesses, the connection between bamboo segments with laminated boards is carried out as follows: scarf joint, butt joint, finger joint, desk joint, and tongue and groove joint. The study aims to determine the connection’s effect on each connection variation’s strength. Tensile tests and bending tests were carried out on the test specimens. The average results obtained were quite varied for the tensile test, which were in the range of 81.36–118.62 MPa, while the results of buckling test were in the range of 395.28–475.89 MPa. This study revealed that the connection of the specimen with seven layers had a value of 118.62 MPa in the tensile strength test and 475.89 MPa in the buckling strength test, while 3 layers finger joint samples with the lowest buckling tensile strength value had a value of 81.36 MPa tensile strength and 395.28 MPa bending strength.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":" ","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47875519","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Investigation of the ability of steel plate shear walls against designed cyclic loadings: Benchmarking and parametric study 钢板剪力墙抗设计循环荷载能力的研究:基准和参数研究

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0301

Adriansyah Bagus Aryanto, Aditya Rio Prabowo, Teguh Muttaqie, Nurul Muhayat, Tuswan Tuswan, Nurul Huda, Quang Thang Do

{"title":"Investigation of the ability of steel plate shear walls against designed cyclic loadings: Benchmarking and parametric study","authors":"Adriansyah Bagus Aryanto, Aditya Rio Prabowo, Teguh Muttaqie, Nurul Muhayat, Tuswan Tuswan, Nurul Huda, Quang Thang Do","doi":"10.1515/jmbm-2022-0301","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0301","url":null,"abstract":"Abstract Shear wall structure is one of the options as an appropriate lateral load-bearing system for new structures or as a means of retrofitting existing buildings. There are many types of shear walls, including steel plate shear walls (SPSWs). In enhancing its function, a thin SPSW is added with a stiffener. However, steel shear walls with stiffeners increase construction costs due to the time-consuming factor and the high cost of welding thin plates. Therefore, the infill shape was modified to increase the energy dissipation capacity of the SPSW. This study conducted simulations by varying the geometry, mesh, load factor, and materials used in SPSW. The specimen was modeled and tested using the ABAQUS application’s finite element analysis. The simulation was done by ignoring welded joints, fish plates, and bolts. The result that was the output of the simulation was hysteresis behavior. In addition, the contours that occurred were also observed in this study. The H1 shape had the best hysteresis force–displacement graphics among the nine other geometric shapes. Ten mesh sizes were tested, starting from 25 mm and increasing by multiples of 10 up to 115 mm. The results showed significant differences, with a 33.3% increase at the 115 mm size, which was considered irrational. The load factor represented the applied load in each substep, and a load factor of 2 means the load was doubled compared to a load factor of 1. Seven materials were tested, and high carbon steel outperformed others as it can handle loads up to 1,000 kN, demonstrating excellent energy dissipation capabilities. Graphical abstract","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":"21 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"135844940","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Shear strength behavior of organic soils treated with fly ash and fly ash-based geopolymer 粉煤灰及粉煤灰基地聚合物处理有机土的抗剪强度特性

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0264

Sarah K. Ameen, A. Abdulkareem, N. Mahmood

{"title":"Shear strength behavior of organic soils treated with fly ash and fly ash-based geopolymer","authors":"Sarah K. Ameen, A. Abdulkareem, N. Mahmood","doi":"10.1515/jmbm-2022-0264","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0264","url":null,"abstract":"Abstract Organic soil is a problematic soil that needs to be treated before construction because of the low shear strength and high compressibility. Using by-product materials, such as fly ash (FA), to improve soils is a cost-effective and sustainable procedure. Because treatment with FA may lead to reduce shear strength, a FA-based geopolymer was used with a cohesive organic soil to substitute the reduction in strength. A series of unconfined compressive strength tests (UCS) were conducted on compacted specimens treated with FA and geopolymer. The geopolymer was produced by adding sodium hydroxide to activate the FA. Different levels of FA content, curing period, and temperature were applied to the specimens. The results indicate that for the FA treated specimens, the UCS decreased as the FA increased. For the geopolymer-treated specimens, as FA percentage in the geopolymer increased, the UCS increased and the axial strain at failure decreased. The optimum content of FA, in the geopolymer, was 20%, and the highest UCS was achieved at a curing period of 28 days at a temperature level of 65°C. Based on the obtained results, FA-based geopolymer can effectively be used to improve the strength of organic soils.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":" ","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49206021","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Characterization of wear and fatigue behavior of aluminum piston alloy using alumina nanoparticles 氧化铝纳米颗粒对铝活塞合金磨损和疲劳行为的表征

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0280

Iqbal Alshalal, H. M. I. Al-Zuhairi, Auday Awad Abtan, M. Rasheed, Muna Khalil Asmail

{"title":"Characterization of wear and fatigue behavior of aluminum piston alloy using alumina nanoparticles","authors":"Iqbal Alshalal, H. M. I. Al-Zuhairi, Auday Awad Abtan, M. Rasheed, Muna Khalil Asmail","doi":"10.1515/jmbm-2022-0280","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0280","url":null,"abstract":"Abstract Due to their excellent thermal conductivity, lightweight, and ease of processing, aluminum alloys are the material of choice for piston manufacture in internal combustion engines. Nanoparticles (NPs) of alumina (Al2O3) with a size of 25 nm were incorporated into an aluminum piston alloy to examine the effect of the NP addition on wear resistance and fatigue behavior. The stir casting method has been utilized to manufacture experimental samples of the composite material by altering the particle weight ratio of aluminum to the matrix alloy to 2, 4, and 6 wt%. The surface morphology of the samples has been examined using an electronic scanning microscope. The results of the wear and fatigue tests indicate that the addition of Al2O3 to the composite enhanced its fatigue resistance and wear strength, with the exception of 6 wt% weight ratio. The best improvement in wear resistance and fatigue strength occurs at 4 wt% Al2O3 particles, which are 12.13 and 67.5%, respectively, more significant than the pure metal and other composites. The mechanical properties of the alloy samples have been enhanced by adding Al2O3 NPs of 25 nm size into the piston’s aluminum matrix alloy. Stir casting was employed to produce the needed composites by incorporating Al2O3 NPs at varied weight percentage ratios of 0, 2, 4, and 6 wt% into the master alloy. Before the composite alloy reached 6 wt%, including Al2O3 NPs, the alloy’s hardness and tensile strength improved, according to the experiment results.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":" ","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42455500","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 3

Performance analysis of subgrade in asphaltic rail track design and Indonesia’s existing ballasted track 沥青轨道设计与印尼现有有碴轨道路基性能分析

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0270

D. Setiawan, S. A. Rosyidi, Nanda Ahda Imron, Nyimas Arnita Aprilia, Bambang Drajat, Rusdi Sahla Arifan, Wilsamilia Nurizki Galihajiningtresna, Syafiq Abdul Ghani

{"title":"Performance analysis of subgrade in asphaltic rail track design and Indonesia’s existing ballasted track","authors":"D. Setiawan, S. A. Rosyidi, Nanda Ahda Imron, Nyimas Arnita Aprilia, Bambang Drajat, Rusdi Sahla Arifan, Wilsamilia Nurizki Galihajiningtresna, Syafiq Abdul Ghani","doi":"10.1515/jmbm-2022-0270","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0270","url":null,"abstract":"Abstract Due to subgrade-related concerns, the performance of Indonesia’s ballasted track continues to be significant impediments for the Indonesian railway stakeholders’ intention to increase the speed of passenger train operations. This study aims to examine the vertical compressive stress in the subgrade of Indonesia’s ballasted track and two asphaltic rail track designs, asphaltic overlayment and asphaltic underlayment, under various cyclic loading conditions based on three different train speeds, 120 (low speed), 240 (medium speed), and 360 kph (high speed). The AC layer thicknesses for each asphaltic rail track design are as follows: 0.1, 0.2, 0.3, and 0.4 m for asphaltic underlayment, and 0.075, 0.15, 0.225, and 0.3 m for asphaltic overlayment. 2D finite element models and simulations were used to capture and predict the subgrade’s vertical compressive stress performance. The most obvious finding to emerge from this study is that the asphaltic overlayment track has a greater capacity for transmitting and decreasing stresses from the top structure to subgrade layer than the asphaltic underlayment track and the Indonesia’ ballasted track, respectively. This research can shed light on the prospective application of asphaltic rail track to the Indonesian rail network for the faster passenger trains operation.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":" ","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44404595","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 0

Alteration of physicochemical properties of tap water passing through different intensities of magnetic field 自来水经不同强度磁场作用后理化性质的变化

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0246

S. Jawad, M. Karkush, V. Kaliakin

{"title":"Alteration of physicochemical properties of tap water passing through different intensities of magnetic field","authors":"S. Jawad, M. Karkush, V. Kaliakin","doi":"10.1515/jmbm-2022-0246","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0246","url":null,"abstract":"Abstract This study reports the effect of the magnetization process on the chemical and electrical properties of tap water (TW). Also, a step in the direction of gaining a better understanding of the influence of magnetizing technique on the physicochemical properties of water exposed to several intensities of magnetic field (MF). The TW sample used in this study passed through four intensities of the MF (2,000, 4,000, 6,000, and 8,000 G) under the same conditions of temperature and pressure. Magnetized water was tested and evaluated for physical and chemical qualities after being cycled through a magnetization device for 6 h. Following the increase in the intensities of the MF, the alteration in water properties has been depicted. The results showed increase in the pH value, electrical conductivity, and some of the chemical properties. The optimum change in the properties of water were obtained when the intensity of MF reached 8,000 G. However, to assess the obtained modification of water quality from the magnetization process, the results are compared with the guideline standards of the World Health Organization. To reduce the treatment costs and increase the long-term viability of the process, the study findings suggested a strategy of water magnetization as an effective treatment technology with reduction in energy and material usage (green technology).","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":" ","pages":""},"PeriodicalIF":1.8,"publicationDate":"2023-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41519605","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}

引用次数: 2