Example of Cement and Concrete Composites format
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Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format
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Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format Example of Cement and Concrete Composites format
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Cement and Concrete Composites — Template for authors

Publisher: Elsevier
Categories Rank Trend in last 3 yrs
Building and Construction #5 of 185 down down by 2 ranks
Materials Science (all) #43 of 455 up up by 1 rank
journal-quality-icon Journal quality:
High
calendar-icon Last 4 years overview: 998 Published Papers | 10922 Citations
indexed-in-icon Indexed in: Scopus
last-updated-icon Last updated: 08/07/2020
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Related Journals

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SJR: 0.901
SNIP: 1.11
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CiteRatio: 15.0
SJR: 4.628
SNIP: 3.717

Journal Performance & Insights

CiteRatio

SCImago Journal Rank (SJR)

Source Normalized Impact per Paper (SNIP)

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

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.

10.9

17% from 2019

CiteRatio for Cement and Concrete Composites from 2016 - 2020
Year Value
2020 10.9
2019 9.3
2018 9.2
2017 8.3
2016 7.5
graph view Graph view
table view Table view

2.896

8% from 2019

SJR for Cement and Concrete Composites from 2016 - 2020
Year Value
2020 2.896
2019 2.675
2018 2.715
2017 3.146
2016 2.751
graph view Graph view
table view Table view

2.522

3% from 2019

SNIP for Cement and Concrete Composites from 2016 - 2020
Year Value
2020 2.522
2019 2.444
2018 2.927
2017 2.944
2016 2.865
graph view Graph view
table view Table view

insights Insights

  • CiteRatio of this journal has increased by 17% in last years.
  • This journal’s CiteRatio is in the top 10 percentile category.

insights Insights

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

insights Insights

  • SNIP of this journal has increased by 3% in last years.
  • This journal’s SNIP is in the top 10 percentile category.

Cement and Concrete Composites

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Elsevier

Cement and Concrete Composites

This journal is designed to reflect current developments and advances being made in the general field of cement-concrete composites technology and in the production, use, and performance of cement-based construction materials. The word cement is interpreted in a wide sense, in...... Read More

Building and Construction

General Materials Science

Engineering

i
Last updated on
07 Jul 2020
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ISSN
0958-9465
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Impact Factor
Very High - 3.23
i
Open Access
No
i
Sherpa RoMEO Archiving Policy
Green faq
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Plagiarism Check
Available via Turnitin
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Endnote Style
Download Available
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Bibliography Name
elsarticle-num
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Citation Type
Numbered
[25]
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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

Journal Article DOI: 10.1016/J.CEMCONCOMP.2008.12.010
The greening of the concrete industry
Christian Meyer1

Abstract:

The concrete industry is known to leave an enormous environmental footprint on Planet Earth. First, there are the sheer volumes of material needed to produce the billions of tons of concrete worldwide each year. Then there are the CO2 emissions caused during the production of Portland cement. Together with the energy requirem... The concrete industry is known to leave an enormous environmental footprint on Planet Earth. First, there are the sheer volumes of material needed to produce the billions of tons of concrete worldwide each year. Then there are the CO2 emissions caused during the production of Portland cement. Together with the energy requirements, water consumption and generation of construction and demolition waste, these factors contribute to the general appearance that concrete is not particularly environmentally friendly or compatible with the demands of sustainable development. This paper summarizes recent developments to improve the situation. Foremost is the increasing use of cementitious materials that can serve as partial substitutes for Portland cement, in particular those materials that are by-products of industrial processes, such as fly ash and ground granulated blast furnace slag. But also the substitution of various recycled materials for aggregate has made significant progress worldwide, thereby reducing the need to quarry virgin aggregates. The most important ones among these are recycled concrete aggregate, post-consumer glass, scrap tires, plastics, and by-products of the paper and other industries. read more read less

Topics:

Demolition waste (55%)55% related to the paper, Portland cement (54%)54% related to the paper, Ground granulated blast-furnace slag (52%)52% related to the paper, Aggregate (composite) (51%)51% related to the paper, Scrap (50%)50% related to the paper
1,120 Citations
Journal Article DOI: 10.1016/S0958-9465(00)00092-5
Metakaolin and calcined clays as pozzolans for concrete: a review
B.B. Sabir1, S. Wild1, J. Bai1

Abstract:

The utilisation of calcined clay, in the form of metakaolin (MK), as a pozzolanic material for mortar and concrete has received considerable attention in recent years. This interest is part of the widely spread attention directed towards the utilisation of wastes and industrial by-products in order to minimise Portland cement... The utilisation of calcined clay, in the form of metakaolin (MK), as a pozzolanic material for mortar and concrete has received considerable attention in recent years. This interest is part of the widely spread attention directed towards the utilisation of wastes and industrial by-products in order to minimise Portland cement (PC) consumption, the manufacture of which being environmentally damaging. Another reason is that mortar and concrete, which contain pozzolanic materials, exhibit considerable enhancement in durability properties. This paper reviews work carried out on the use of MK as a partial pozzolanic replacement for cement in mortar and concrete and in the containment of hazardous wastes. The literature demonstrates that MK is an effective pozzolan which causes great improvement in the pore structure and hence the resistance of the concrete to the action of harmful solutions. read more read less

Topics:

Metakaolin (62%)62% related to the paper, Pozzolan (60%)60% related to the paper, Cement (56%)56% related to the paper, Portland cement (56%)56% related to the paper, Mortar (54%)54% related to the paper
1,077 Citations
Journal Article DOI: 10.1016/J.CEMCONCOMP.2011.03.012
Quantification of crack-healing in novel bacteria-based self-healing concrete
Virginie Wiktor1, Henk M. Jonkers1

Abstract:

Crack formation is a commonly observed phenomenon in concrete structures. Although micro crack formation hardly affects structural properties of constructions, increased permeability due to micro crack networking may substantially reduce the durability of concrete structures due to risk of ingress of aggressive substances par... Crack formation is a commonly observed phenomenon in concrete structures. Although micro crack formation hardly affects structural properties of constructions, increased permeability due to micro crack networking may substantially reduce the durability of concrete structures due to risk of ingress of aggressive substances particularly in moist environments. In order to increase the often observed autogenous crack-healing potential of concrete, specific healing agents can be incorporated in the concrete matrix. The aim of this study was to quantify the crack-healing potential of a specific and novel two-component bio-chemical self-healing agent embedded in porous expanded clay particles, which act as reservoir particles and replace part of regular concrete aggregates. Upon crack formation the two-component bio-chemical agent consisting of bacterial spores and calcium lactate are released from the particle by crack ingress water. Subsequent bacterially mediated calcium carbonate formation results in physical closure of micro cracks. Experimental results showed crack-healing of up to 0.46 mm-wide cracks in bacterial concrete but only up to 0.18 mm-wide cracks in control specimens after 100 days submersion in water. That the observed doubling of crack-healing potential was indeed due to metabolic activity of bacteria was supported by oxygen profile measurements which revealed O2 consumption by bacteria-based but not by control specimens. We therefore conclude that this novel bio-chemical self-healing agent shows potential for particularly increasing durability aspects of concrete constructions in wet environments. read more read less
809 Citations
Journal Article DOI: 10.1016/J.CEMCONCOMP.2006.12.004
Mechanical behaviour of concrete made with fine recycled concrete aggregates
Luís Evangelista1, J. de Brito2

Abstract:

This paper concerns the use of fine recycled concrete aggregates to partially or globally replace natural fine aggregates (sand) in the production of structural concrete. To evaluate the viability of this process, an experimental campaign was implemented in order to monitor the mechanical behaviour of such concrete. The resul... This paper concerns the use of fine recycled concrete aggregates to partially or globally replace natural fine aggregates (sand) in the production of structural concrete. To evaluate the viability of this process, an experimental campaign was implemented in order to monitor the mechanical behaviour of such concrete. The results of the following tests are reported: compressive strength, split tensile strength, modulus of elasticity and abrasion resistance. From these results, it is reasonable to assume that the use of fine recycled concrete aggregates does not jeopardize the mechanical properties of concrete, for replacement ratios up to 30%. read more read less

Topics:

Properties of concrete (69%)69% related to the paper, Polymer concrete (67%)67% related to the paper, Compressive strength (54%)54% related to the paper
809 Citations
Journal Article DOI: 10.1016/J.CEMCONCOMP.2009.04.006
A classification of studies on properties of foam concrete
K. Ramamurthy1, E. K. Kunhanandan Nambiar1, G. Indu Siva Ranjani1

Abstract:

Though foam concrete was initially envisaged as a void filling and insulation material, there have been renewed interest in its structural characteristics in view of its lighter weight, savings in material and potential for large scale utilization of wastes like fly ash. The focus of this paper is to classify literature on fo... Though foam concrete was initially envisaged as a void filling and insulation material, there have been renewed interest in its structural characteristics in view of its lighter weight, savings in material and potential for large scale utilization of wastes like fly ash. The focus of this paper is to classify literature on foam concrete in terms of constituent materials (foaming agent, cement and other fillers used), mix proportioning, production methods, fresh and hardened properties of foam concrete. Based on the review, the following research needs have been identified: (i) developing affordable foaming agent and foam generator, (ii) investigation on compatibility between foaming agent and chemical admixtures, use of lightweight coarse aggregate and reinforcement including fibers, (iii) durability studies, and (iv) factors influencing foam concrete production viz., mixing, transporting and pumping. read more read less

Topics:

Foam concrete (79%)79% related to the paper, Foaming agent (60%)60% related to the paper
753 Citations
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Frequently asked questions

1. Can I write Cement and Concrete Composites in LaTeX?

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2. Do you follow the Cement and Concrete Composites guidelines?

Yes, the template is compliant with the Cement and Concrete Composites guidelines. Our experts at SciSpace ensure that. If there are any changes to the journal's guidelines, we'll change our algorithm accordingly.

3. Can I cite my article in multiple styles in Cement and Concrete Composites?

Of course! We support all the top citation styles, such as APA style, MLA style, Vancouver style, Harvard style, and Chicago style. For example, when you write your paper and hit autoformat, our system will automatically update your article as per the Cement and Concrete Composites citation style.

4. Can I use the Cement and Concrete Composites templates for free?

Sign up for our free trial, and you'll be able to use all our features for seven days. You'll see how helpful they are and how inexpensive they are compared to other options, Especially for Cement and Concrete Composites.

5. Can I use a manuscript in Cement and Concrete Composites that I have written in MS Word?

Yes. You can choose the right template, copy-paste the contents from the word document, and click on auto-format. Once you're done, you'll have a publish-ready paper Cement and Concrete Composites that you can download at the end.

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12. Is Cement and Concrete Composites's impact factor high enough that I should try publishing my article there?

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 these factors include review board, rejection rates, frequency of inclusion in indexes, and Eigenfactor. You need to assess all these factors before you make your final call.

13. What is Sherpa RoMEO Archiving Policy for Cement and Concrete Composites?

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 Cement and Concrete Composites. 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 Cement and Concrete Composites?

The 5 most common citation types in order of usage for Cement and Concrete Composites 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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16. Can I download Cement and Concrete Composites in Endnote format?

Yes, SciSpace provides this functionality. After signing up, you would need to import your existing references from Word or Bib file to SciSpace. Then SciSpace would allow you to download your references in Cement and Concrete Composites Endnote style according to Elsevier guidelines.

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