Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format
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Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format
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Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format Example of Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications format
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Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications — Template for authors

Publisher: SAGE
Categories Rank Trend in last 3 yrs
Mechanical Engineering #179 of 596 up up by 95 ranks
Materials Science (all) #189 of 455 up up by 46 ranks
journal-quality-icon Journal quality:
Good
calendar-icon Last 4 years overview: 443 Published Papers | 1617 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 05/06/2020
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Journal Performance & Insights

Impact Factor

CiteRatio

Determines the importance of a journal by taking a measure of frequency with which the average article in a journal has been cited in a particular year.

A measure of average citations received per peer-reviewed paper published in the journal.

2.014

28% from 2018

Impact factor for Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications from 2016 - 2019
Year Value
2019 2.014
2018 1.568
2017 1.281
2016 1.625
graph view Graph view
table view Table view

3.7

32% from 2019

CiteRatio for Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications from 2016 - 2020
Year Value
2020 3.7
2019 2.8
2018 2.5
2017 1.6
2016 1.4
graph view Graph view
table view Table view

insights Insights

  • Impact factor of this journal has increased by 28% in last year.
  • This journal’s impact factor is in the top 10 percentile category.

insights Insights

  • CiteRatio of this journal has increased by 32% in last years.
  • This journal’s CiteRatio is in the top 10 percentile category.

SCImago Journal Rank (SJR)

Source Normalized Impact per Paper (SNIP)

Measures weighted citations received by the journal. Citation weighting depends on the categories and prestige of the citing journal.

Measures actual citations received relative to citations expected for the journal's category.

0.527

40% from 2019

SJR for Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications from 2016 - 2020
Year Value
2020 0.527
2019 0.376
2018 0.436
2017 0.279
2016 0.386
graph view Graph view
table view Table view

1.319

11% from 2019

SNIP for Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications from 2016 - 2020
Year Value
2020 1.319
2019 1.184
2018 0.943
2017 0.548
2016 0.714
graph view Graph view
table view Table view

insights Insights

  • SJR of this journal has increased by 40% in last years.
  • This journal’s SJR is in the top 10 percentile category.

insights Insights

  • SNIP of this journal has increased by 11% in last years.
  • This journal’s SNIP is in the top 10 percentile category.

Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications

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SAGE

Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications

The Journal of Materials: Design and Applications is a forum for communication of both fundamental research and application areas in the field of the design and application of engineering materials, predominantly within the context of mechanical engineering applications. This ...... Read More

Engineering

i
Last updated on
05 Jun 2020
i
ISSN
1464-4207
i
Impact Factor
Medium - 0.922
i
Open Access
No
i
Sherpa RoMEO Archiving Policy
Green faq
i
Plagiarism Check
Available via Turnitin
i
Endnote Style
Download Available
i
Bibliography Name
SageV
i
Citation Type
Numbered (Superscripted)
25
i
Bibliography Example
Blonder GE, Tinkham M and Klapwijk TM. Transition from metallic to tunneling regimes in superconducting microconstrictions: Excess current, charge imbalance, and supercurrent conversion. Phys. Rev. B 1982; 25(7): 4515–4532. URL 10.1103/PhysRevB.25.4515.

Top papers written in this journal

Journal Article DOI: 10.1177/14644207211069763
Comparative study of thermo-mechanical and thermogravimetric characterization of hybrid dental restorative composite materials

Abstract:

The purpose of the study is to create resin-based micro-nano particulates-filled dental restorative composite materials and investigate the influence of variable nano-hydroxyapatite filler concentration on their thermo-mechanical and thermogravimetric properties. Two series were created by combining silane treated nano-hydrox... The purpose of the study is to create resin-based micro-nano particulates-filled dental restorative composite materials and investigate the influence of variable nano-hydroxyapatite filler concentration on their thermo-mechanical and thermogravimetric properties. Two series were created by combining silane treated nano-hydroxyapatite filler particles (wt.% of 0, 2, 4, 6, and 8) with foreign ceramic particles (alumina and titanium oxide). Each series consists of five compositions. For each dental composition, the amount of foreign ceramics (20 wt.%) remained constant. The dental composite samples were polymerized for 30 s on each side using a blue LED light. Thermo-mechanical and thermogravimetric analysis was performed at various temperatures range. At preliminary temperatures (30–40°C), the hybrid nano-hydroxyapatite-TiO2 dental composite filled with 8 wt.% nano-hydroxyapatite exhibited storage modulus (about 90 MPa) whereas nano-hydroxyapatite-Al2O3 dental composite filled with 8 wt.% nano-hydroxyapatite exhibited storage modulus (about 260 MPa). Themal stability of nano-hydroxyapatite-Al2O3 and nano-hydroxyapatite-TiO2 dental composite was 99.90% and 99.82% at 90°C, respectively. The glass phase, glass transition phase, and rubbery phase were observed at various temperatures. From the results, it revealed that Al2O3-nano-hydroxyapatite filled dental composite was observed significant than TiO2–nano-hydroxyapatite filled dental composite. read more read less

Topics:

Thermogravimetric analysis (91%)91% related to the paper, Materials science (81%)81% related to the paper, Composite number (73%)73% related to the paper, Dynamic mechanical analysis (65%)65% related to the paper, Composite material (65%)65% related to the paper
14 Citations
Journal Article DOI: 10.1177/14644207211067442
Dynamic response analysis of Euler–Bernoulli beam on spatially random transversely isotropic viscoelastic soil

Abstract:

A novel dynamic soil-structure interaction model is developed for analysis for Euler–Bernoulli beam rests on a spatially random transversely isotropic viscoelastic foundation subjected to moving and oscillating loads. The dynamic equilibrium equation of beam-soil system is established using the extended Hamilton's principle, ... A novel dynamic soil-structure interaction model is developed for analysis for Euler–Bernoulli beam rests on a spatially random transversely isotropic viscoelastic foundation subjected to moving and oscillating loads. The dynamic equilibrium equation of beam-soil system is established using the extended Hamilton's principle, and the corresponding partial differential equations describing the displacement of beam and soil and boundary conditions are further obtained by the variational principles. These partial differential equations are discretized in spatial and time domains and solved by the finite difference (FD) method. After the differential equations of beam and soil are discretized in the spatial domain, the implicit iterative scheme is used to solve the equations in the time domain. The solving result shows the FD method is effective and convenient for solving the differential equations of beam-soil system. The spring foundation model adopted the modified Vlasov model, which is a two-parameter model considering the compression and shear of soil. The advantage of the present foundation model is avoided estimating input parameters of the modified Vlasov model using prior knowledge. The present solution is verified by publishing solution and equivalent three-dimensional FE analysis. The present model produced an accurate, faster, and effective displacement response. A few examples are carried out to analyze the parameter variation influence for beam on spatially random transversely isotropic viscoelastic soil under moving loads. read more read less

Topics:

Timoshenko beam theory (57%)57% related to the paper, Discretization (56%)56% related to the paper, Beam (structure) (54%)54% related to the paper, Partial differential equation (51%)51% related to the paper
12 Citations
Journal Article DOI: 10.1177/14644207211069035
Reliability of reinforced concrete beams in serviceability limit state via microprestress-solidification theory, a structural health monitoring strategy

Abstract:

An important and critical area within the broad domain of structural health monitoring, as related to reinforced civil and mechanical structures, is the assessment of creep, shrinkage, and high-temperature effects on reliability and serviceability. Unfortunately, the monitoring and impact of these inherent mechanical characte... An important and critical area within the broad domain of structural health monitoring, as related to reinforced civil and mechanical structures, is the assessment of creep, shrinkage, and high-temperature effects on reliability and serviceability. Unfortunately, the monitoring and impact of these inherent mechanical characteristics and behaviors, and subsequent impact on serviceability, have rarely been considered in the literature in structural health monitoring. In this paper, the microprestress-solidification creep theory for beams is generalized for the simultaneous effect of linear/nonlinear creep, shrinkage, and high temperature in a reliability framework. This study conducts a systematic time-dependent procedure for the reliability analysis of structures using a powerful nanoscale method. It must be noted that this paper aims to extend the previously developed microprestress-solidification method in a health monitoring reliability-based framework with a close look at a nonlinear creep, parameters affecting creep, and long-time high temperature. A finite element approach is proposed where creep, shrinkage, temperature, and cracking are considered using strain splitting theory. First, the model performance was evaluated by comparing the results with the experimental test available in the literature in the case of creep and shrinkage. Then, the simultaneous effect of creep, shrinkage, and temperature was compared with experimental results obtained by the authors. Reliability analysis was applied to reinforced concrete beams subjected to sustained gravity loading and uniform temperature history in order to calculate exceedance probability in the serviceability limit state. It was found that the exceedance probability of reinforced concrete beams was dependent on the shear span-to-depth ratio. In the serviceability limit state, exceedance probabilities of 0.012 and 0.157 were calculated for the span-to-depth ratios of 1 and 5, respectively. In addition, it was shown that temperature plays an important role in the reliability of reinforced concrete beams. A 4.27-fold increase was observed in the case of moderate to high temperature. Finally, for three different load levels of 40%, 70%, and 80%, the exceedance probabilities were 0.156, 0.328, and 0.527, respectively, suggesting that load level is another key parameter affecting the reliability of reinforced concrete beams. It is thus concluded these fundamental phenomenological studies should be further considered as part of the broad field of structural health monitoring. read more read less

Topics:

Serviceability (structure) (96%)96% related to the paper, Creep (88%)88% related to the paper, Shrinkage (82%)82% related to the paper, Structural engineering (70%)70% related to the paper, Limit state design (68%)68% related to the paper
11 Citations
Journal Article DOI: 10.1177/14644207211067437
Dynamic analysis of soil-structure interaction shear model for beams on transversely isotropic viscoelastic soil

Abstract:

Dynamic response problem of the Timoshenko shear beam resting on the transversely isotropic viscoelastic foundation and subjected to a moving load is investigated. The extended Hamilton's principle is used to obtain the dynamic response equations of the beam-soil system. The corresponding partial differential equations are de... Dynamic response problem of the Timoshenko shear beam resting on the transversely isotropic viscoelastic foundation and subjected to a moving load is investigated. The extended Hamilton's principle is used to obtain the dynamic response equations of the beam-soil system. The corresponding partial differential equations are derived using variational principle. Using the analytical solutions, finite-element method, and central difference method, these differential equations are solved and mutually verified. The Newmark-β iterative algorithm is employed to decouple the dynamic equations of the beam-soil system. A modified two-parameter spring foundation model is used to simulate the dynamic characteristics of soil medium. Finite-element analysis demonstrates that the developed shear model of beam-soil is effective and accurate. Other numerical examples are carried out to analyze the effect of the shear beam, the load speed, and transverse isotropy of the dynamic medium model. read more read less

Topics:

Transverse isotropy (75%)75% related to the paper, Timoshenko beam theory (64%)64% related to the paper, Finite element method (60%)60% related to the paper, Beam (structure) (58%)58% related to the paper, Isotropy (57%)57% related to the paper
11 Citations
Journal Article DOI: 10.1177/14644207221146981
Advances in simulation and experimental study on intermetallic formation and thermomechanical evolution of Al–Cu composite with Zn interlayer: Effect of spot pass and shoulder diameter during the pinless friction stir spot welding process

Abstract:

In this study, the pinless friction stir spot welding of aluminum–copper composite with Zn interlayer was analyzed under experimental measurement and finite element method. The role of shoulder diameter, 16, 18, and 20 mm, and the number of spot pass, one to three pass, on microstructure, mechanical properties, and thermal hi... In this study, the pinless friction stir spot welding of aluminum–copper composite with Zn interlayer was analyzed under experimental measurement and finite element method. The role of shoulder diameter, 16, 18, and 20 mm, and the number of spot pass, one to three pass, on microstructure, mechanical properties, and thermal history of weld samples were investigated. Based on the obtained results, there is a good agreement between numerical data and experimental analyses. It was shown that the heat source, due to plastic deformation and friction, increased as the shoulder diameter was increased, whereas the stress distribution in the weld samples was reduced. In addition, the thickness of the Zn interlayer at the joint interface changes when shoulder size increases from 16 to 20 mm, due to high temperature and intermixing between materials. From the microstructure analysis, the grain size in the joint zone gradually decreases as the spot pass increases from 1 to 3. It was concluded that the shoulder diameter of 16 mm with three spot passes showed the best result of 7.45 kN. Depending on X-ray diffraction analyses of the fracture surfaces, three primarily intermetallic phases including the Al2Cu, CuZn5, and CuZn2 were determined in the weld interfaces. Based on finite element method analysis, the axial compressive stresses showed the lowest profile as the shoulder diameter of the tool is 16 mm. Finally, the ductile fracture was detected as the main fracture mechanism for the joint sample with optimal joining conditions. read more read less

Topics:

Materials science (88%)88% related to the paper, Spot welding (82%)82% related to the paper, Intermetallic (81%)81% related to the paper, Microstructure (63%)63% related to the paper, Composite material (61%)61% related to the paper
10 Citations
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13. What is Sherpa RoMEO Archiving Policy for Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications?

SHERPA/RoMEO Database

We extracted this data from Sherpa Romeo to help researchers understand the access level of this journal in accordance with the Sherpa Romeo Archiving Policy for Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications. The table below indicates the level of access a journal has as per Sherpa Romeo's archiving policy.

RoMEO Colour Archiving policy
Green Can archive pre-print and post-print or publisher's version/PDF
Blue Can archive post-print (ie final draft post-refereeing) or publisher's version/PDF
Yellow Can archive pre-print (ie pre-refereeing)
White Archiving not formally supported
FYI:
  1. Pre-prints as being the version of the paper before peer review and
  2. Post-prints as being the version of the paper after peer-review, with revisions having been made.

14. What are the most common citation types In Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications?

The 5 most common citation types in order of usage for Proceedings of the Institution of Mechanical Engineers, Part L: Journal of Materials: Design and Applications are:.

S. No. Citation Style Type
1. Author Year
2. Numbered
3. Numbered (Superscripted)
4. Author Year (Cited Pages)
5. Footnote

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