Example of International Journal of Impact Engineering format
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Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format
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Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format Example of International Journal of Impact Engineering format
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This content is only for preview purposes. The original open access content can be found here.
open access Open Access ISSN: 0734743X
recommended Recommended

International Journal of Impact Engineering — Template for authors

Publisher: Elsevier
Categories Rank Trend in last 3 yrs
Ocean Engineering #3 of 96 up up by 1 rank
Aerospace Engineering #5 of 129 up up by 1 rank
Safety, Risk, Reliability and Quality #12 of 165 down down by 5 ranks
Mechanical Engineering #46 of 596 down down by 6 ranks
Civil and Structural Engineering #25 of 318 down down by 11 ranks
Mechanics of Materials #33 of 377 down down by 6 ranks
Automotive Engineering #9 of 95 down down by 1 rank
journal-quality-icon Journal quality:
High
calendar-icon Last 4 years overview: 840 Published Papers | 6332 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 10/07/2020
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Top papers
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FAQ

Journal Performance & Insights

  • Impact Factor
  • CiteRatio
  • SJR
  • SNIP

Impact factor 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.

3.642

15% from 2018

Impact factor for International Journal of Impact Engineering from 2016 - 2019
Year Value
2019 3.642
2018 3.173
2017 3.344
2016 2.938
graph view Graph view
table view Table view

insights Insights

  • Impact factor of this journal has increased by 15% in last year.
  • This journal’s impact factor is in the top 10 percentile category.

CiteRatio is a measure of average citations received per peer-reviewed paper published in the journal.

7.5

9% from 2019

CiteRatio for International Journal of Impact Engineering from 2016 - 2020
Year Value
2020 7.5
2019 6.9
2018 6.4
2017 5.8
2016 5.4
graph view Graph view
table view Table view

insights Insights

  • CiteRatio of this journal has increased by 9% in last years.
  • This journal’s CiteRatio is in the top 10 percentile category.

SCImago Journal Rank (SJR) measures weighted citations received by the journal. Citation weighting depends on the categories and prestige of the citing journal.

1.534

8% from 2019

SJR for International Journal of Impact Engineering from 2016 - 2020
Year Value
2020 1.534
2019 1.671
2018 1.802
2017 2.124
2016 1.515
graph view Graph view
table view Table view

insights Insights

  • SJR of this journal has decreased by 8% in last years.
  • This journal’s SJR is in the top 10 percentile category.

Source Normalized Impact per Paper (SNIP) measures actual citations received relative to citations expected for the journal's category.

2.415

0% from 2019

SNIP for International Journal of Impact Engineering from 2016 - 2020
Year Value
2020 2.415
2019 2.405
2018 2.45
2017 2.891
2016 2.221
graph view Graph view
table view Table view

insights Insights

  • SNIP of this journal has increased by 0% in last years.
  • This journal’s SNIP is in the top 10 percentile category.

Related Journals

open access Open Access ISSN: 15732479 e-ISSN: 17448980
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CiteRatio: 5.6 | SJR: 0.981 | SNIP: 1.662
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CiteRatio: 5.0 | SJR: 0.89 | SNIP: 1.518
open access Open Access ISSN: 2668920 e-ISSN: 18784275

Elsevier

CiteRatio: 3.8 | SJR: 0.884 | SNIP: 1.564
International Journal of Impact Engineering

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Elsevier

International Journal of Impact Engineering

The International Journal of Impact Engineering, established in 1983, has as its objective the publication of original research findings related to the response of structures, bodies and materials from the exposure to impact and blast events. Pertinent areas encompass the foll...... Read More

Engineering

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Last updated on
10 Jul 2020
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ISSN
0734-743X
i
Impact Factor
Very High - 3.73
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
elsarticle-num
i
Citation Type
Numbered
[25]
i
Bibliography Example
G. E. Blonder, M. Tinkham, T. M. Klapwijk, Transition from metallic to tunneling regimes in superconducting microconstrictions: Excess current, charge imbalance, and supercurrent conversion, Phys. Rev. B 25 (7) (1982) 4515–4532. URL 10.1103/PhysRevB.25.4515

Top papers written in this journal

open accessOpen access Journal Article DOI: 10.1016/0734-743X(90)90071-3
CTH: A three-dimensional shock wave physics code
J.M. McGlaun1, S.L. Thompson1, M.G. Elrick

Abstract:

CTH is a software system under development at Sandia National Laboratories Albuquerque to model multidimensional, multi-material, large deformation, strong shock wave physics. One-dimensional recti-linear, cylindrical, and spherical meshes; two-dimensional rectangular, and cylindrical meshes; and three-dimensional rectangular... CTH is a software system under development at Sandia National Laboratories Albuquerque to model multidimensional, multi-material, large deformation, strong shock wave physics. One-dimensional recti-linear, cylindrical, and spherical meshes; two-dimensional rectangular, and cylindrical meshes; and three-dimensional rectangular meshes are currently available. A two-step Eulerian solution scheme is used with these meshes. The first step is a Lagrangian step in which the cells distort to follow the material motion. The second step is a remesh step where the distorted cells are mapped back to the Eulerian mesh. CTH has several models that are useful for simulating strong shock, large deformation events. Both tabular and analytic equations of state are available. CTH can model elastic-plastic behavior, high explosive detonation, fracture, and motion of fragments smaller than a computational cell. The elastic-plastic model is elastic-perfectly plastic with thermal softening. A programmed burn model is available for modelling high explosive detonation. The Jones-Wilkins-Lee equation of state is available for modelling high explosive reaction products. Fracture can be initiated based on pressure or principle stress. A special model is available for moving fragments smaller than a computational cell with statistically the correct velocity. This model is very useful for analyzing fragmentation experiments and experiments with witness plates. CTH has been carefully designed to minimize the dispersion present in Eulerian codes. It has a high-resolution interface tracker that prevents breakup and distortion of material interfaces. It uses second order convection schemes to flux all quantities between cells. This paper describes the models, and novel features of CTH. Special emphasis will be placed on the features that are novel to CTH or are not direct generalizations of two-dimensional models. Another paper by Trucano and McGlaun (1989) describes several hypervelocity impact calculations using CTH. read more read less

Topics:

Explosive material (51%)51% related to the paper
787 Citations
Journal Article DOI: 10.1016/0734-743X(86)90017-5
Dynamic progressive buckling of circular and square tubes
W. Abramowicz1, Norman Jones1

Abstract:

A series of over 120 axial crushing tests were conducted on circular and square steel tubes loaded either statically or dynamically. Approximate theoretical predictions for static and dynamic progressive buckling are developed. Fair agreement with the experimental results is achieved provided the effective crushing distance i... A series of over 120 axial crushing tests were conducted on circular and square steel tubes loaded either statically or dynamically. Approximate theoretical predictions for static and dynamic progressive buckling are developed. Fair agreement with the experimental results is achieved provided the effective crushing distance is taken into account and the infuence of material strain rate sensitivity is retained for dynamic loads. read more read less

Topics:

Buckling (54%)54% related to the paper
711 Citations
Journal Article DOI: 10.1016/0734-743X(84)90005-8
Dynamic axial crushing of square tubes
W. Abramowicz1, Norman Jones1

Abstract:

Eighty-four dynamic tests on thin-walled square steel tubes having two different cross-sections with c/h = 30.25 and c/h = 32.18 and various lengths were crushed axially on a drop hammer rig. Approximate theoretical predictions were developed for the axial progressive crushing of square box columns using a kinematically admis... Eighty-four dynamic tests on thin-walled square steel tubes having two different cross-sections with c/h = 30.25 and c/h = 32.18 and various lengths were crushed axially on a drop hammer rig. Approximate theoretical predictions were developed for the axial progressive crushing of square box columns using a kinematically admissible method of analysis. This theoretical study predicts four deformation modes which govern the behaviour for different ranges of the parameter c/h. New asymmetric deformation modes were predicted theoretically and confirmed in the experimental tests. These asymmetric modes cause an inclination of a column which could lead to collapse in the sense of Euler even for relatively short columns. The effective crushing distance is considered in the approximate theoretical analysis together with the influence of material strain rate sensitivity, which is important for steel even when the loadings are quasi-static. The simple equations presented herein for the design of axially crushed spuare box columns give reasonable agreement with the corresponding experimental results. read more read less

Topics:

Axial symmetry (51%)51% related to the paper, Dynamic testing (51%)51% related to the paper
634 Citations
Journal Article DOI: 10.1016/J.IJIMPENG.2004.03.005
Review of experimental techniques for high rate deformation and shock studies

Abstract:

A variety of techniques used to obtain the mechanical properties of materials at high rates of strain (⩾10 s−1) are summarised. These include dropweight machines, split Hopkinson pressure bars, Taylor impact and shock loading by plate impact. High-speed photography, particularly when used in association with optical technique... A variety of techniques used to obtain the mechanical properties of materials at high rates of strain (⩾10 s−1) are summarised. These include dropweight machines, split Hopkinson pressure bars, Taylor impact and shock loading by plate impact. High-speed photography, particularly when used in association with optical techniques, is a key area and recent advances and applications to studies of ballistic impact are discussed. More comprehensive bibliographies and a fuller discussion of the history may be found in earlier reviews published by us in 1994, 1998 and 2001 (J Phys IV France 4 (C8) (1994) 3; Review of experimental techniques for high rate deformation studies, Proceedings of the Acoustics and Vibration Asia ’98, Acoustics and Vibration Asia 98 Conference, Singapore, 1998; Review of experimental techniques for high rate deformation and shock studies, New Experimental Methods in Material Dynamics and Impact, Institute of Fundamental Technological Research, Warsaw, Poland, 2001). read more read less
600 Citations
Journal Article DOI: 10.1016/S0734-743X(97)00023-7
A plasticity concrete material model for dyna3d

Abstract:

Lagrangian finite element codes with explicit time integration are extensively used for the analysis of structures subjected to explosive loading. Within these codes, numerous material models have been implemented. However, the development of a realistic but efficient concrete material model has proven complex and challenging... Lagrangian finite element codes with explicit time integration are extensively used for the analysis of structures subjected to explosive loading. Within these codes, numerous material models have been implemented. However, the development of a realistic but efficient concrete material model has proven complex and challenging. The plasticity concrete material model in the Lagrangian finite element code DYNA3D was assessed and enhanced. The main modifications include the implementation of a third, independent yield failure surface; removal of the tensile cutoff and extension of the plasticity model in tension; shift of the pressure cutoff; implementation of a three invariant formulation for the failure surfaces; determination of the triaxial extension to triaxial compression ratio as a function of pressure; shear modulus correction; and implementation of a radial path strain rate enhancement. These modifications insure that the response follows experimental observations for standard uniaxial, biaxial and triaxial tests in both tension and compression, as shown via single element analyses. The radial path strain rate enhancement insures constant enhancement for all those tests. As a full scale example, a standard dividing wall subjected to a blast load is analyzed and the effects of the modifications assessed. read more read less

Topics:

Plasticity (53%)53% related to the paper, Finite element method (52%)52% related to the paper, Compression (physics) (51%)51% related to the paper
552 Citations
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International Journal of Impact Engineering format uses elsarticle-num citation style.

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Frequently asked questions

Absolutely not! With our tool, you can freely write without having to focus on LaTeX. You can write your entire paper as per the International Journal of Impact Engineering guidelines and autoformat it.

Yes. The template is fully compliant as per the guidelines of this journal. Our experts at SciSpace ensure that. Also, if there's any update in the journal format guidelines, we take care of it and include that in our algorithm.

Sure. We support all the top citation styles like APA style, MLA style, Vancouver style, Harvard style, Chicago style, etc. For example, in case of this journal, when you write your paper and hit autoformat, it will automatically update your article as per the International Journal of Impact Engineering citation style.

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A matter of seconds. Besides that, our intuitive editor saves a load of your time in writing and formating your manuscript.

One little Google search can get you the Word template for any journal. However, why do you need a Word template when you can write your entire manuscript on SciSpace, autoformat it as per International Journal of Impact Engineering's guidelines and download the same in Word, PDF and LaTeX formats? Try us out!.

Absolutely! You can do it using our intuitive editor. It's very easy. If you need help, you can always contact our support team.

SciSpace is an online tool for now. We'll soon release a desktop version. You can also request (or upvote) any feature that you think might be helpful for you and the research community in the feature request section once you sign-up with us.

Sure. You can request any template and we'll have it up and running within a matter of 3 working days. You can find the request box in the Journal Gallery on the right sidebar under the heading, "Couldn't find the format you were looking for?".

After you have written and autoformatted your paper, you can download it in multiple formats, viz., PDF, Docx and LaTeX.

To be honest, the answer is NO. The impact factor is one of the many elements that determine the quality of a journal. Few of those factors the review board, rejection rates, frequency of inclusion in indexes, Eigenfactor, etc. You must assess all the factors and then take the final call.

SHERPA/RoMEO Database

We have extracted this data from Sherpa Romeo to help our researchers understand the access level of this journal. The following table indicates the level of access a journal has as per Sherpa Romeo 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.

The 5 most common citation types in order of usage are:.

S. No. Citation Style Type
1. Author Year
2. Numbered
3. Numbered (Superscripted)
4. Author Year (Cited Pages)
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Yes. SciSpace provides this functionality.

After signing up, you would need to import your existing references from Word or .bib file.

SciSpace would allow download of your references in International Journal of Impact Engineering Endnote style, according to elsevier guidelines.

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