Journal of the Mechanical Behavior of Materials最新文献_第8页

Effect of boron carbide reinforcement on properties of stainless-steel metal matrix composite for nuclear applications 碳化硼增强对核用不锈钢金属基复合材料性能的影响

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2022-01-01 DOI: 10.1515/jmbm-2022-0047

Pham Van Dong, N. H. Phan, Santosh R. Patil, S. Shirguppikar, Sudarshan Kalel, Le Thi Phuong Thanh, D. M. Hien

{"title":"Effect of boron carbide reinforcement on properties of stainless-steel metal matrix composite for nuclear applications","authors":"Pham Van Dong, N. H. Phan, Santosh R. Patil, S. Shirguppikar, Sudarshan Kalel, Le Thi Phuong Thanh, D. M. Hien","doi":"10.1515/jmbm-2022-0047","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0047","url":null,"abstract":"Abstract Stainless steel (SS304) is a widely used material in underwater nuclear applications due to its superior corrosion resistance and high strength. Along with these superior properties, the application demands neutron absorption and high wear resistance under dynamic operations. The ceramic reinforcements help to enhance these properties of metal alloy with a suitable composite design. The present work deals with the development of high wear-resistant and radiation (nuclear) tolerant boron carbide (B4C)–SS 304 composite material. SS304 metal matrix with 0–5 vol% of B4C ceramic reinforcement is produced by powder metallurgy technique. The presence of reinforcement was confirmed with X-ray diffraction analysis. Properties such as density, hardness, and water absorption are measured. A pin-on-disc tribology study is conducted to evaluate the coefficient of friction and wear of developed compositions at a sliding distance of 200 m, contact load of 10 N, and sliding speed of 1 and 5 m/s under dry lubrication conditions. The lowest density of 2.96 g/cc was noted for 15% B4C-reinforced composite as compared to the density of SS304 metal matrix (5.71 g/cc). The water absorption capacity of the composite was increased with percentage reinforcement, and it was found 62% higher than the unreinforced matrix. The hardness of composite increases with B4C particle reinforcement and maximum microhardness of 153 HV was measured for 15 vol% reinforced composites. Wear and coefficient of friction decrease with an increase in the percentage of B4C particles. At 15 vol% of B4C in the composite, lowest wear (1.91 mm3@1 m/s and 2.51 mm3@5 m/s) and COF (0.021@1 m/s and 0.042@5 m/s) were observed. This suggests that the developed composite can be effectively used in low-pressure–high-speed nuclear applications.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":"31 1","pages":"390 - 397"},"PeriodicalIF":1.8,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"42264850","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

Behavior of reactive powder concrete containing recycled glass powder reinforced by steel fiber 钢纤维增强再生玻璃粉活性粉末混凝土的性能

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2022-01-01 DOI: 10.1515/jmbm-2022-0025

Z. Hussain, N. Aljalawi

{"title":"Behavior of reactive powder concrete containing recycled glass powder reinforced by steel fiber","authors":"Z. Hussain, N. Aljalawi","doi":"10.1515/jmbm-2022-0025","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0025","url":null,"abstract":"Abstract Environmental sustainability is described as one that avoids the depletion or deterioration of natural resources, while also allowing for the preservation of long-term environmental quality. By practicing environmental sustainability, we may assist to guarantee that the requirements of today’s population are satisfied without risking the capacity of future generations to meet their own needs in the future. Engineers in the field of concrete production are becoming increasingly interested in sustainable development, which includes the utilization of the locally available materials in addition to using the agricultural and industrial waste in construction industry as one of the possible solutions to the environmental and economic issues. This study investigated the effect of partial substitution of cement with recycled glass powder (0, 15, 20, and 25%) by weight of cement at various ages (on compressive strength) after determining the optimal ratio of replacement. This optimal ratio is used to study its effect on some mechanical properties (such as flexural strength, absorption, and dry density) of reactive powder concrete containing 1% micro steel fiber (SRPC), and furthermore, utilizing steam curing for 5 h at 90°C after hardening the sample directly. Reactive powder concrete (RPC) has been designed with the use of the local cement, silica fume, and super plasticizer with a water/cement ratio of 0.20 in order to achieve a compressive strength of 137.09 MPa at the age of 28 days. When recycled glass powder replacement (20%) was utilized, the findings revealed that the compressive strength of RPC improved by 4.2%, the flexural strength increased by 15.3%, the dry density increased by 0.61%, and the absorption was reduced by 32% at 28 days after the test results were compared to the reference mix.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":"31 1","pages":"233 - 239"},"PeriodicalIF":1.8,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"49593367","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: 6

Evaluation of a fire safety risk prediction model for an existing building 既有建筑火灾安全风险预测模型的评价

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2022-01-01 DOI: 10.1515/jmbm-2022-0007

Waleed A. Rzaij, B. Al-Obaidi

引用次数: 1

Shock and impact reliability of electronic assemblies with perimeter vs full array layouts: A numerical comparative study 周边布局与全阵列布局电子组件的冲击可靠性：数值比较研究

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2022-01-01 DOI: 10.1515/jmbm-2022-0058

Mohammad A. Gharaibeh

引用次数: 4

Time and finance optimization model for multiple construction projects using genetic algorithm 基于遗传算法的多工程项目时间财务优化模型

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2022-01-01 DOI: 10.1515/jmbm-2022-0032

Musaab Hasan, S. Mohammed

{"title":"Time and finance optimization model for multiple construction projects using genetic algorithm","authors":"Musaab Hasan, S. Mohammed","doi":"10.1515/jmbm-2022-0032","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0032","url":null,"abstract":"Abstract Construction contractors usually undertake multiple construction projects simultaneously. Such a situation involves sharing different types of resources, including monetary, equipment, and manpower, which may become a major challenge in many cases. In this study, the financial aspects of working on multiple projects at a time are addressed and investigated. The study considers dealing with financial shortages by proposing a multi-project scheduling optimization model for profit maximization, while minimizing the total project duration. Optimization genetic algorithm and finance-based scheduling are used to produce feasible schedules that balance the finance of activities at any time with the available funds. The model has been tested in multi scenarios, and the results are analyzed. The results show that negative cash flow is minimized from −693,784 to −634,514 in enterprise I and from −2,646,408 to −2,529,324 in enterprise II in the first scenario and also results show that negative cash flow is minimized to −612,768 with a profit of +200,116 in enterprise I and to −2,597,290 with a profit of +1,537,632 in enterprise II in the second scenario.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":"31 1","pages":"267 - 281"},"PeriodicalIF":1.8,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43031230","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

Study of some properties of colored geopolymer concrete consisting of slag 含矿渣彩色地聚合物混凝土的若干性能研究

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2022-01-01 DOI: 10.1515/jmbm-2022-0066

Rusul Abdul Rahim Ghadban, M. Abdulrehman

引用次数: 3

The effect of using different fibres on the impact-resistance of slurry infiltrated fibrous concrete (SIFCON) 不同纤维对浆液渗透纤维混凝土抗冲击性能的影响

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2022-01-01 DOI: 10.1515/jmbm-2022-0015

A. Jerry, N. Fawzi

{"title":"The effect of using different fibres on the impact-resistance of slurry infiltrated fibrous concrete (SIFCON)","authors":"A. Jerry, N. Fawzi","doi":"10.1515/jmbm-2022-0015","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0015","url":null,"abstract":"Abstract Slurry infiltrated fibrous concrete (SIFCON) is a modern type of fibre reinforced concrete (FRC). It has unique properties; SIFCON is superior in compressive strength, flexural strength, tensile strength, impact resistance, energy absorption and ductility. Because of this superiority in these characteristics, SIFCON was qualified for applications of special structures, which require resisting sudden dynamic loads such as explosions and earthquakes. The main aim of this investigation is to determine the effect of fibre type on the apparent density of SIFCON and on performance under impact load. In this investigation, hook-end steel fibre and polyolefin fibre were used. Purely once and hybrid in different portions again. After reviewing previous research, including [1, 2, 3] references three trail mixes were tested with a volume fraction of fibres (4, 6 and 8)%, and after testing them, a volume fraction of 6% was chosen. We chose the volume fraction of 6% and made the type of fibre the variable for comparison in this research. In hybrid fibres this fraction was divided once 2/3 steel fibres with 1/3 polyolefin fibres and vice versa. The specimens of the Impact resistance test were made with two specimens for each series, which are panels with dimensions of 50×50×5 cm. Three cubes were made for each series in the SIFCON apparent density test. Test results prove SIFCON produced from 2/3 polyolefin and 1/3 steel fibres achieved a good density reduction that contributes to reducing the self-weight of the structural element, which is a major aim in this investigation, reducing cost and maintaining high impact resistance.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":"31 1","pages":"135 - 142"},"PeriodicalIF":1.8,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45358210","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

Performance of concrete thrust block at several burial conditions under the influence of thrust forces generated in the water distribution networks 配水管网中产生的推力影响下混凝土推力块在几种埋设条件下的性能

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2022-01-01 DOI: 10.1515/jmbm-2022-0048

M. Dawood, Amer Farouq Izzet, B. H. Khudair

{"title":"Performance of concrete thrust block at several burial conditions under the influence of thrust forces generated in the water distribution networks","authors":"M. Dawood, Amer Farouq Izzet, B. H. Khudair","doi":"10.1515/jmbm-2022-0048","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0048","url":null,"abstract":"Abstract This study was prepared to investigate the performance and behavior of concrete thrust blocks supporting pipe fittings. In the water distribution networks, it is always necessary to change the path of the pipes at different degrees or to create new branches. In these regions, an unbalanced force called the thrust force is generated. In order to counter this force, these regions are supported with concrete blocks. In this article, the system components (soil, pipe with its bend and thrust blocks) have been numerically modeled and simulated by the ABAQUS CAE/2019 software program in order to study the behavior and stability of the thrust block with different burial conditions (several burial depths) by the soil under the influence of the thrust force. Accordingly, 45° bend angles were studied with a specified pipe diameter placed on soil with known properties under the influence of internal hydrostatic test pressure. The obtained results that were relied upon to describe the behavior and stability of the block are (the lateral displacement of the block in the direction of the thrust force, as well as the vertical displacement of the block in addition to the Von Mises stresses transmitted by the block to the soil). It was concluded that the case in which the block is fully supported from its back side represents the optimum state of the block as it provides marginal sliding of the block and the least transmitted stress to the soil. It was also concluded that the transition from the first case (thrust block without soil behind it) to the second case (a quarter of the block is supported by soil), in which the maximum change in the performance of the concrete block was recorded, but after shifting to the other cases, the effect was reduced gradually.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":"31 1","pages":"473 - 483"},"PeriodicalIF":1.8,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46471913","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

Assessment of ballistic impact damage on aluminum and magnesium alloys against high velocity bullets by dynamic FE simulations 高速子弹对铝镁合金冲击损伤的动态有限元模拟

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2022-01-01 DOI: 10.1515/jmbm-2022-0064

F. A. Alwan, A. Prabowo, T. Muttaqie, N. Muhayat, Ridwan Ridwan, Fajar Budi Laksono

{"title":"Assessment of ballistic impact damage on aluminum and magnesium alloys against high velocity bullets by dynamic FE simulations","authors":"F. A. Alwan, A. Prabowo, T. Muttaqie, N. Muhayat, Ridwan Ridwan, Fajar Budi Laksono","doi":"10.1515/jmbm-2022-0064","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0064","url":null,"abstract":"Abstract The shape of the projectile seems to determine the effect of a ballistic impact and failure mechanism. In this study, the numerical analysis of ballistic impact with different projectile shapes, i.e., ogive, blunt, conical, and hemispherical is performed. The target is a circular sandwich plate with an outer diameter of 315 mm, which is composed of three layers with a thickness of 1 mm for each layer. These layers will be filled with different materials such as 1100-H12 aluminum alloy, ZK61m magnesium alloy, and 6061-T651 aluminum alloy. The target plate in the numerical analysis consists of two parts: the inner and outer zones. In the inner zone, the selected element size is set to fine, while in the outer zone, it is set to be coarser, and the size will increase along with the direction and the diameter of the circle. This numerical simulation uses the Johnson–Cook material model and is applied to ABAQUS/Explicit software. The simulation configurations are validated based on previous experiments by comparing the residual velocity values after the projectile has penetrated the target plate. The simulation results will obtain energy absorption values for each variation of the target plate. The energy absorption values are affected by stress and strain in radial, circumferential, axial, and shear deformation. The energy absorption value determines the strength of each variation of the target plate. Then the target plate will compare which arrangement is the strongest when receiving ballistic loads. Graphical abstract","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":"31 1","pages":"595 - 616"},"PeriodicalIF":1.8,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48520439","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: 13

GIS implementation and statistical analysis for significant characteristics of Kirkuk soil 基尔库克土壤显著特征的GIS实施与统计分析

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2022-01-01 DOI: 10.1515/jmbm-2022-0073

A. M. Raheem, N. Omar, Ibrahim Naser, Mohammed Sirage Ibrahim

{"title":"GIS implementation and statistical analysis for significant characteristics of Kirkuk soil","authors":"A. M. Raheem, N. Omar, Ibrahim Naser, Mohammed Sirage Ibrahim","doi":"10.1515/jmbm-2022-0073","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0073","url":null,"abstract":"Abstract In the presence of harsh economic conditions, conducting laboratory experiments in a wide anticipated area to determine soil properties for any purpose or task within a city is unachievable. Hence, this work is focused on incorporating the existing record data of 56 distinct soil samples acquired from different pits of Kirkuk city utilizing spatial analysis described by inverse distance weighted (IDW) and Kriging methodologies. The incorporated constituents were principally categorized into basic soil characteristics such as clay, silt, sand, and gravel contents and various soil parameters such as initial void ratio (e o), angle of internal friction (ϕ), cohesion (c), and optimum soil moisture content. Moreover, quantitative approaches such as geotechnical parameters association, linear single, and linear multi-regression models were used. Significant discrepancies in both approaches are readily obvious in the third to fifth zones, indicating that IDW and Kriging processes describe the distribution of sand in Kirkuk city differently. Furthermore, linear multi-regression model between basic and investigated soil parameters show good to excellent and very good to excellent degrees of correlation, with multiple R values in the range of (0.77–0.97) and (0.86–0.98), respectively.","PeriodicalId":17354,"journal":{"name":"Journal of the Mechanical Behavior of Materials","volume":"31 1","pages":"691 - 700"},"PeriodicalIF":1.8,"publicationDate":"2022-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46515378","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