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Diagnostics of Concrete and Steel in Elements of an Historic Reinforced Concrete Structure
 
 
Article
Peer-Review Record

The Increase in the Elastic Range and Strengthening Control of Quasi Brittle Cement Composites by Low-Module Dispersed Reinforcement: An Assessment of Reinforcement Effects

Materials 2021, 14(2), 341; https://doi.org/10.3390/ma14020341
by Dominik Logoń 1,*, Krzysztof Schabowicz 1, Maciej Roskosz 2 and Krzysztof Fryczowski 3
Reviewer 1: Anonymous
Reviewer 2: Anonymous
Reviewer 3: Anonymous
Materials 2021, 14(2), 341; https://doi.org/10.3390/ma14020341
Submission received: 8 December 2020 / Revised: 6 January 2021 / Accepted: 7 January 2021 / Published: 12 January 2021
(This article belongs to the Special Issue Testing of Materials and Elements in Civil Engineering)

Round 1

Reviewer 1 Report

See the file attached

Comments for author File: Comments.pdf

Author Response

We are deeply grateful to the Reviewer for the effort put in the review of our paper.

(attachment)

Author Response File: Author Response.pdf

Reviewer 2 Report

The research seems good but it needs improvement interms of a scientific paper. Following are comments:

  1. Avoid short paragraphs e.g. lines 56-58, one sentence paragraph.
  2. Labelling should be done in figure 2.
  3. Figure 3 may be merged with figure 2 as b.
  4. Figures 5 to 9 should be in one figure as a to e.
  5. Rationale behind variable selection should be mentioned at an appropriate location.
  6. A paragraph should be added in discussion section about practical implementation of current research in real life projects.

Author Response

We are deeply grateful to the Reviewer for the effort put in the review of our paper.

(attachment)

Author Response File: Author Response.pdf

Reviewer 3 Report

This research might be published if some aspects are improved. In my opinion, this paper is well structured and results are clearly presented, however some sections could provide more detail and discussion should be improved. It seems that the use of higher amount of fibres will present a better performance in terms of load-deflection curve, so results obtained were expected. Please highlight the novelty of this research and its contribution to the knowledge in this field. 

In order to improve the quality of this study, take into account the following comments and suggestions: 

- Authors could provide properties of sand used in this research. Only fibres are described in detail.

- Did you perform any test to obtain basic concrete properties such as mechanical strengths, density, …? This could be interesting for the research and it would improve the quality of discussion of results.

- Three mortars present the same composition and the only variable is the amount of fibres used, however the sample made of paste present a different amount of fibres. Why do you propose the use of a sample made of paste instead of mortar? How do you compare this results to those obtained from samples of mortar if there is any common parameters? Please justify this issue in the manuscript.

- Authors could include the comparison of experimental results to predictions of different codes.

Author Response

We are deeply grateful to the Reviewer for the effort put in the review of our paper.

(attachment)

Author Response File: Author Response.pdf

Round 2

Reviewer 3 Report

Please include your answers in the manucript. You only justify tour response, however no modifications were made in the manuscript according to my suggestions. 

Regarding the question about the use of paste specimens, please clarify your answer. 

Author Response

We are deeply grateful to the Reviewer for the effort put in the review of our paper.

Author Response File: Author Response.pdf

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