Example of Magazine of Concrete Research format
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Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format
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Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format Example of Magazine of Concrete Research format
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open access Open Access ISSN: 249831 e-ISSN: 1751763X

Magazine of Concrete Research — Template for authors

Publisher: ICE Publishing
Categories Rank Trend in last 3 yrs
Building and Construction #42 of 185 -
Civil and Structural Engineering #88 of 318 down down by 4 ranks
Materials Science (all) #174 of 455 up up by 16 ranks
journal-quality-icon Journal quality:
High
calendar-icon Last 4 years overview: 388 Published Papers | 1498 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 19/06/2020
Insights & related journals
General info
Top papers
Popular templates
Get started guide
Why choose from SciSpace
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.

2.088

3% from 2018

Impact factor for Magazine of Concrete Research from 2016 - 2019
Year Value
2019 2.088
2018 2.026
2017 1.488
2016 1.156
graph view Graph view
table view Table view

insights Insights

  • Impact factor of this journal has increased by 3% 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.

3.9

8% from 2019

CiteRatio for Magazine of Concrete Research from 2016 - 2020
Year Value
2020 3.9
2019 3.6
2018 3.1
2017 2.6
2016 2.4
graph view Graph view
table view Table view

insights Insights

  • CiteRatio of this journal has increased by 8% 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.

0.901

1% from 2019

SJR for Magazine of Concrete Research from 2016 - 2020
Year Value
2020 0.901
2019 0.907
2018 0.972
2017 0.858
2016 0.892
graph view Graph view
table view Table view

insights Insights

  • SJR of this journal has decreased by 1% 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.

1.11

5% from 2019

SNIP for Magazine of Concrete Research from 2016 - 2020
Year Value
2020 1.11
2019 1.172
2018 1.152
2017 0.892
2016 1.105
graph view Graph view
table view Table view

insights Insights

  • SNIP of this journal has decreased by 5% in last years.
  • This journal’s SNIP is in the top 10 percentile category.

Related Journals

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recommended Recommended

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CiteRatio: 8.8 | SJR: 1.662 | SNIP: 2.483
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Magazine of Concrete Research

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ICE Publishing

Magazine of Concrete Research

At a time when energy concerns and sustainability issues are high on international agendas, the role of concrete is paramount. Concrete’s versatility and global availability make it the world’s first choice in many applications, both onshore, offshore, above and below ground. ...... Read More

Engineering

i
Last updated on
19 Jun 2020
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ISSN
0024-9831
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Impact Factor
High - 1.274
i
Open Access
No
i
Sherpa RoMEO Archiving Policy
Green faq
i
Plagiarism Check
Available via Turnitin
i
Endnote Style
Download Available
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Bibliography Name
ICE Citation (Geotech)
i
Citation Type
Author Year
(Blonder et al., 1982)
i
Bibliography Example
Blonder, G. E., Tinkham, M. & Klapwijk, T. M. (1982). Transition from metallic to tunneling regimes in superconducting micro- constrictions: Excess current, charge imbalance, and supercurrent conversion. Phys. Rev. B 25, No. 7, 4515–4532, URL 10.1103/ PhysRevB.25.4515.

Top papers written in this journal

Journal Article DOI: 10.1680/MACR.1989.41.147.51
Water sorptivity of mortars and concretes: a review

Abstract:

The sorptivity is an easily measured material property which characterizes the tendency of a porous material to absorb and transmit water by capillarity. Its theoretical basis in unsaturated flow theory is reviewed, together with methods of measurement suitable for cement-based materials. Available data on mortars and concret... The sorptivity is an easily measured material property which characterizes the tendency of a porous material to absorb and transmit water by capillarity. Its theoretical basis in unsaturated flow theory is reviewed, together with methods of measurement suitable for cement-based materials. Available data on mortars and concretes are included. The dependence of the sorptivity on initial water content, temperature and fluid properties is also described. Other test methods (the initial surface absorption, the Figg water absorption and the Covercrete absorption tests) are discussed in terms of the sorptivity. read more read less

Topics:

Sorptivity (72%)72% related to the paper, Absorption of water (53%)53% related to the paper
628 Citations
Journal Article DOI: 10.1680/MACR.1992.44.161.291
Compressive strength of concrete at high temperatures: a reassessment

Abstract:

Based on experience with siliceous aggregate/OPC paste concrete it is generally believed that the compressive strength of unsealed ‘concrete’ declines sharply above 300°C. This is too pessimistic a view. A reassessment of the subject is given in this Paper, which considers material and environmental factors/mechanisms influen... Based on experience with siliceous aggregate/OPC paste concrete it is generally believed that the compressive strength of unsealed ‘concrete’ declines sharply above 300°C. This is too pessimistic a view. A reassessment of the subject is given in this Paper, which considers material and environmental factors/mechanisms influencing the strength of concrete during the heat cycle and after cooling, not all of which necessarily result in strength loss. Design of concrete for better performance at high temperatures should aim at minimizing contributions to strength loss, while exploiting the processes responsible for gain in strength. It appears that, in its hydraulic state of binding, a rheological criterion limits the structural usefulness of Portland cement concrete to temperatures of 600°C. Today, many commonly used concretes lose considerable strength at temperatures above about 300°C. There is, therefore, scope for improvement in design within the temperature range 300— 600°C. Raising the ‘working’ temper... read more read less

Topics:

Compressive strength (62%)62% related to the paper, Aggregate (composite) (55%)55% related to the paper, Portland cement (51%)51% related to the paper
399 Citations
Journal Article DOI: 10.1680/MACR.1979.31.106.3
Cracking of concrete cover along anchored deformed reinforcing bars

Abstract:

Synopsis The state of stress in the concrete due to bond forces from deformed reinforcing bars is analysed. For determination of the cracking resistance of the concrete cover, a concrete ring model is used. The stresses are calculated for an elastic stage, a plastic stage, and an elastic stage with internal ring cracks. The a... Synopsis The state of stress in the concrete due to bond forces from deformed reinforcing bars is analysed. For determination of the cracking resistance of the concrete cover, a concrete ring model is used. The stresses are calculated for an elastic stage, a plastic stage, and an elastic stage with internal ring cracks. The appearance of the concrete cover cracks along the deformed bars in the bond zones for normal cover thickness can be determined by using the mean of the values obtained for the two last stages. The partly cracked elastic stage gives cracking loads just on the safe side. read more read less

Topics:

Concrete cover (67%)67% related to the paper, Cracking (51%)51% related to the paper
392 Citations
Journal Article DOI: 10.1680/MACR.2005.57.3.135
Residual capacity of corroded reinforcing bars
Yingang Du, L. A. Clark, Andrew Chan

Abstract:

This paper presents an experimental investigation into the residual capacity of corroded reinforcing bars. By performing both accelerated and simulated corrosion tests on bare bars and on bars embedded in concrete, the mechanism of the reduction of the capacity of corroded reinforcement was investigated. The influence of type... This paper presents an experimental investigation into the residual capacity of corroded reinforcing bars. By performing both accelerated and simulated corrosion tests on bare bars and on bars embedded in concrete, the mechanism of the reduction of the capacity of corroded reinforcement was investigated. The influence of type and diameter of reinforcement on its residual capacity is discussed. The experimental results show that, due to local attack penetration, the residual cross-section of a corroded bar is no longer round and varies considerably along its circumference and its length. Although the force–extension curves of corroded bars are similar to those of non-corroded bars for up to 16% corrosion, their residual yield and ultimate forces decrease more rapidly than their average cross-sectional area and, therefore, their residual strength decreases significantly. Even though the residual capacity of corroded small diameter and/or plain bars reduces more than that of large diameter or ribbed ones, di... read more read less

Topics:

Residual strength (56%)56% related to the paper, Residual stress (51%)51% related to the paper
View PDF
346 Citations
Journal Article DOI: 10.1680/MACR.2005.57.1.21
Preliminary views on the potential of foamed concrete as a structural material

Abstract:

Low self-weight (800 to 1600 kg/m3), high workability (flowing and self-compacting) and excellent thermal insulating properties ( 25 N/mm2). This paper describes a laboratory study of the development of foamed concrete, utilising two types of fly ash, with the potential for use in structural applications. ‘Fine’ fly ash (i.e.... Low self-weight (800 to 1600 kg/m3), high workability (flowing and self-compacting) and excellent thermal insulating properties ( 25 N/mm2). This paper describes a laboratory study of the development of foamed concrete, utilising two types of fly ash, with the potential for use in structural applications. ‘Fine’ fly ash (i.e. to BS EN 450) was used to partially replace Portland cement and a ‘coarse’ fly ash (i.e. to BS 3892-2) to replace sand fine aggregate. In addition, the potential of polypropylene fibres in foamed concrete to enhance plasticity and tensile strength was examined. The key early age, engineering and durability properties were meas... read more read less

Topics:

Foam concrete (62%)62% related to the paper, Fly ash (59%)59% related to the paper, Portland cement (55%)55% related to the paper, Aggregate (composite) (55%)55% related to the paper, Structural material (51%)51% related to the paper
307 Citations
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SciSpace is a very innovative solution to the formatting problem and existing providers, such as Mendeley or Word did not really evolve in recent years.

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With SciSpace, you do not need a word template for Magazine of Concrete Research.

It automatically formats your research paper to ICE Publishing formatting guidelines and citation style.

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Magazine of Concrete Research format uses ICE Citation (Geotech) citation style.

Automatically format and order your citations and bibliography in a click.

SciSpace allows imports from all reference managers like Mendeley, Zotero, Endnote, Google Scholar etc.

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 Magazine of Concrete Research 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 Magazine of Concrete Research citation style.

You can avail our Free Trial for 7 days. I'm sure you'll find our features very helpful. Plus, it's quite inexpensive.

Yup. You can choose the right template, copy-paste the contents from the word doc and click on auto-format. You'll have a publish-ready paper that you can download at the end.

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 Magazine of Concrete Research'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)
5. Footnote

Our journal submission experts are skilled in submitting papers to various international journals.

After uploading your paper on SciSpace, you would see a button to request a journal submission service for Magazine of Concrete Research.

Each submission service is completed within 4 - 5 working days.

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 Magazine of Concrete Research Endnote style, according to ice-publishing guidelines.

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