Journal of the Mechanical Behavior of Materials最新文献_第3页

Wear performance analysis of B4C and graphene particles reinforced Al–Cu alloy based composites using Taguchi method 用田口法分析B4C和石墨烯颗粒增强Al–Cu合金基复合材料的磨损性能

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0274

T. S. Sachit, A. Bongale, Satish Kumar, Priya Jadhav

引用次数: 2

Influence of graphene coating in electrical discharge machining with an aluminum electrode 石墨烯涂层对铝电极放电加工的影响

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0287

Dong Pham Van, S. Shirguppikar, P. Huu, M. Thangaraj, Thanh Le Thi Phuong, Ly Nguyen Trong, V. Ganachari

引用次数: 0

Development of AHP-embedded Deng’s hybrid MCDM model in micro-EDM using carbon-coated electrode 碳包电极微电火花加工中嵌入ahp的邓混合MCDM模型的开发

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0283

Dong Pham Van, P. Huu, N. D. Minh

引用次数: 2

Sustainable high-strength lightweight concrete with pumice stone and sugar molasses 浮石和糖蜜制成的可持续高强度轻质混凝土

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0231

Tamara Amer Mohammed, H. M. Kadhim

引用次数: 2

Validated three-dimensional finite element modeling for static behavior of RC tapered columns 验证了钢筋混凝土锥形柱静力性能的三维有限元建模

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0226

J. A. Kadhim, S. R. Al. Zaidee

{"title":"Validated three-dimensional finite element modeling for static behavior of RC tapered columns","authors":"J. A. Kadhim, S. R. Al. Zaidee","doi":"10.1515/jmbm-2022-0226","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0226","url":null,"abstract":"Abstract This article aims to simulate the behavior of reinforced concrete (RC) tapered columns subjected to static loads. The experimental data used in the study are from the literature. Two of the simulated columns are slender columns tested under uniaxial eccentric loads. The third one is a short column and was tested concentrically. The concrete damaged plasticity (CDP) model offered in the Abaqus software, which accounts for stiffness degradation of concrete in both compression and tension, was used. The modulus of rupture of concrete and the value of the cracking strain proposed by the Abaqus analysis user’s manual were used as the parameters of tension stiffening. The modified Hognestadʼs model was used for the compressive behavior of concrete. The Static Riks analyses were performed with an activated geometric nonlinearity. The numerical failure load is 100.125, 99.297, and 102.16% of the experimental failure load for Models 1, 2, and 3, respectively. The agreement of the numerical results with the experimental results has confirmed the efficiency of the CDP model to simulate the concrete behavior, and has also revealed the validity of the numerical models.","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":"47848002","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

Connective and magnetic effects in a curved wavy channel with nanoparticles under different waveforms 不同波形下纳米颗粒在弯曲波状通道中的连接效应和磁效应

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0256

A. Tanveer, Z. Abidin

引用次数: 1

Numerical analysis of slopes treated by nano-materials 纳米材料处理边坡的数值分析

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0227

B. Shwan

{"title":"Numerical analysis of slopes treated by nano-materials","authors":"B. Shwan","doi":"10.1515/jmbm-2022-0227","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0227","url":null,"abstract":"Abstract Improvements in mechanical characteristics of soils treated by nano-materials (NMs) have been proved in the last three decades. The improvements are mainly attributed to changes in the soil fabric where a noticeable rise in shear strength has been obtained. This work, therefore, addressed a numerical study on the influence of the soil fabric changes due to the NMs enhancement on a slope stability problem using an upper bound discretization scheme. A parametric study was carried out at seven different inclination angles from 15 to 45° and with a variety of combinations of angle of shearing resistance (ϕ) and cohesion (c) values. This was carried out for two different types of slopes on purely frictional materials and c–ϕ materials. A noticeable increase in stability was obtained, based on a set of re-generated design charts, due to NMs enhancement (attributed to soil fabric changes). The re-generated design charts did not require iterative procedures and extended both x and y boundaries when compared with other available charts in the literature. Examination of the influence of the NM on the failure modes, to provide an insight into different failure mechanisms due to the soil fabric changes, was also considered.","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":"42507445","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

Shear transfer strength estimation of concrete elements using generalized artificial neural network models 基于广义人工神经网络模型的混凝土构件抗剪传递强度估计

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0219

H. Zayan, A. Mahmoud, D. N. Hamdullah

{"title":"Shear transfer strength estimation of concrete elements using generalized artificial neural network models","authors":"H. Zayan, A. Mahmoud, D. N. Hamdullah","doi":"10.1515/jmbm-2022-0219","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0219","url":null,"abstract":"Abstract Based on published test findings, this article outlines the use of artificial neural networks (ANNs) to forecast the efficiency factor of shear transfer strength in concrete. Backpropagation neural networks with feed-forward have been employed. The ANN model was created by incorporating a huge experimental database and carefully selecting the architecture and training procedure. The presented ANN model offered a more accurate tool to compute R (where R is a measure of the closeness of association of the points in a scatterplot to a linear regression line based on those points) and capture the impacts of five primary parameters: concrete compressive strength, steel reinforcement ratio, steel yield strength, fiber volumetric ration, and steel fiber aspect ratio are given from experimental data. The obtained results reveal that the first important parameter is concrete compressive strength. In addition, ρ y f y parameter represents the normalized tensile force in steel reinforcements of section, whereas the smallest importance parameter L/D is aspect ratio of steel fibers. Also, the current study illustrated the facilities of using generalized artificial neural networks on predicting the shear transfer strength across the concrete sections, whether they are fibrous or not. From the results, the correlation factor (R 2) is estimated to be about 83%, which means it had a good correlation within the input parameters. In addition, the mean absolute percentage error was 2.06.","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":"44821106","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 the OTEC cold water pipe design under bending loading: A benchmarking and parametric study using finite element approach OTEC冷水管在弯曲载荷下的设计评估：有限元法的基准和参数研究

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0298

Prayoga Wira Adie, R. Adiputra, A. Prabowo, Erwandi Erwandi, T. Muttaqie, N. Muhayat, N. Huda

{"title":"Assessment of the OTEC cold water pipe design under bending loading: A benchmarking and parametric study using finite element approach","authors":"Prayoga Wira Adie, R. Adiputra, A. Prabowo, Erwandi Erwandi, T. Muttaqie, N. Muhayat, N. Huda","doi":"10.1515/jmbm-2022-0298","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0298","url":null,"abstract":"Abstract Ocean thermal energy conversion (OTEC) is a floating platform that generates electricity from seawater heat. The cold water pipe (CWP) used in OTEC has a length of 1,000 m and a diameter of 10 m, making it susceptible to bending loads from ocean currents. To find suitable geometry and material for the CWP, the finite element method was used to model the real-world geometry. In the D/t variation, lower ratios (increased thickness) result in higher critical moments, maximum stress, strain, and displacement. D/t 50 was chosen for the CWP. In the L/D variation, the critical moment’s impact on L/D ratio was minimal, while reducing L/D (shorter pipe) increased strain, and larger L/D geometries had higher displacements. L/D 10 was selected as it balanced critical moments and reduced the number of stiffeners needed. For diameter size variation, larger diameters increased critical moment and strain, but smaller diameters (larger L/D ratios) also showed high strain due to necking at two points. A diameter of 12 m was chosen for its exceptionally high critical moment. Steel was selected as the suitable material due to its higher critical moment and maximum stress, despite its higher weight and lower maximum strain than composites. Capital shape imperfections had a minimal effect on the CWP’s structure as they were localized.","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":"43271580","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

Transient response and performance of prestressed concrete deep T-beams with large web openings under impact loading 冲击荷载作用下大腹板开孔预应力混凝土深t梁的瞬态响应与性能

IF 1.8

Journal of the Mechanical Behavior of Materials Pub Date : 2023-01-01 DOI: 10.1515/jmbm-2022-0268

R. M. Abbas, Lara T. Hussein

{"title":"Transient response and performance of prestressed concrete deep T-beams with large web openings under impact loading","authors":"R. M. Abbas, Lara T. Hussein","doi":"10.1515/jmbm-2022-0268","DOIUrl":"https://doi.org/10.1515/jmbm-2022-0268","url":null,"abstract":"Abstract This study reports testing results of the transient response of T-shape concrete deep beams with large openings due to impact loading. Seven concrete deep beams with openings including two ordinary reinforced, four partially prestressed, and one solid ordinary reinforced as a reference beam were fabricated and tested. The effects of prestressing strand position and the intensity of the impact force were investigated. Two values for the opening’s depth relative to the beam cross-section dimensions were inspected under the effect of an impacting mass repeatedly dropped from different heights. The study revealed that the beam’s transient deflection was increased by about 50% with greater amplitudes for response oscillations due to impact loading as the impact force increased twice. The results showed that the transient strains in the reinforcement and concrete increased when increasing the opening depth with higher amplitudes for the response oscillations, whereas it had a minimal effect on the beam’s transient deflection. The reinforcement and concrete strain results indicated a higher damping for the strains as the prestressing strands were introduced. Comparison with solid deep beam response showed remarkable increase in the beam deflection and strains with greater amplitudes for response oscillations when large openings were introduced in the web.","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":"44465078","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