Peer Review History

Original SubmissionMarch 30, 2026
Decision Letter - Zhenhua Li, Editor

-->PONE-D-26-15500-->-->Research on the anti-pull performance of a novel small-diameter steel tube-stud grouting connector-->-->PLOS One

Dear Dr. Xiao,

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We look forward to receiving your revised manuscript.

Kind regards,

Zhenhua Li

Academic Editor

PLOS One

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Additional Editor Comments:

You will see from the referees' comments that additional information needs to be provided, and we ask that this be provided, before we consider you manuscript further.

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Reviewers' comments:

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Reviewer #1: Partly

Reviewer #2: Yes

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Reviewer #1: Yes

Reviewer #2: Yes

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Reviewer #1: Yes

Reviewer #2: Yes

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Reviewer #1: Yes

Reviewer #2: Yes

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Reviewer #1: General Comments:

This manuscript investigates the pull-out performance of steel tube–stud grouting connectors, with research parameters including embedment depth, stud steel type, steel tube thickness, stud end diameter, and the diameter of the backing plate hole. Based on the Mohr–Coulomb strength criterion and elastic theory, an analytical expression for the yield bearing capacity of connectors under tensile pull-out is developed by modeling the stress state of the surrounding mortar.

However, the manuscript is poorly organized, and numerous issues need to be addressed before it can be considered for publication.

Specific Comments:

1. The key words fail to present the main content of this article. It is suggested to replace the first key word.

2. There is no head diameter in Figure 4. The expression in Figure 4 should correspond to that in Table 1.

3. Have duplicate specimens been set up, with only one specimen of each type. How can accidental errors be avoided? (Section 2.1)

4. The diameter (d) of the stud should be supplemented in Table 1.

5. The diameter of the steel pipe should be indicated in Table 1.

6. Pictures of the tensile tests of stud bolts and steel pipes should be supplemented in Section 2.2.

7. According to the provisions of JGT 408-2019, the strength of grouting material should not be less than 85MPa. Is the strength in this article too low? (Table 4)

8. Please draw a diagram to illustrate the loading procedure in Section 2.4.

9. “The initial stiffness K, yield load Py, ultimate load Pu, maximum deformation Δmax”, Please explain in detail how these values were obtained and calculated? (Section 3.1)

10. It is recommended to keep two decimal places. (Table 5)

11. It is suggested to add a discussion chapter to summarize and analyze the influence of research parameters on connection performance.

12. Please draw a diagram to describe the constitutive relationship of the material and indicate the specific values in the diagram. (Section 4.1)

13. The author should highlight the practical value of the research in the introduction.

Reviewer #2: The manuscript titled “Research on the anti-pull performance of a novel small-diameter steel tube-stud grouting connector” addresses a pertinent research topic within the realm of structural engineering. The presented study refers to a study that investigates how well a newly designed connector resists being pulled apart by tensile forces. The connector is “novel” because it is a new type, made from a small-diameter steel tube that contains a short steel rod (stud), with the space between them filled by high-strength grout. When the grout hardens, it bonds the stud to the tube and to the surrounding structural element, allowing forces to be safely transferred. The term “anti-pull performance” describes the connector’s ability to resist pull-out, often evaluated in terms of ultimate pull-out strength, load–displacement behavior, and failure modes such as grout cracking or bond failure. This kind of research is important for applications like prefabricated concrete structures and steel–concrete composite systems, where compact, reliable connectors are needed to ensure that elements remain securely joined under tensile loading. To enhance the manuscript's clarity, it is essential to refine the articulation of key concepts, ensuring that the arguments are logically structured and effectively communicated. Additionally, the methodological approach should be strengthened by providing a more detailed explanation of the research design, data analysis techniques, and validation processes to ensure scientific rigor. Furthermore, a deeper discussion of the findings, including their broader implications and potential applications, would significantly enhance the manuscript’s impact. Addressing these aspects will improve the overall coherence, credibility, and contribution of the study, aligning it with the expected scholarly standards.

1- The abstract succinctly summarizes the key findings, emphasizing the influence of STG. This clarity is appreciated, but further elaboration on the significance of these findings would enhance the abstract's impact.

2- The selection of keywords appears inadequate, as they fail to comprehensively encompass all facets of the research and accurately communicate the underlying concepts. A revision is recommended to ensure a more precise representation of the study’s scope and content.

3- The introduction needs a clearer structure and flow. The information needs to be more -cohesive, making it easier for the reader to follow the logical progression of ideas.

4- The introduction does not provide a clear conclusion or summary of the information presented. It is important to provide a concise summary of the key points discussed in the introduction.

5- The introduction section needs to expand. The literature review seems very limited.

6- The authors should provide a more explicit delineation of the inherent novelty in their research. It is imperative that they articulate the innovative aspects of their study and specify any prerequisites essential for its execution. This comparative analysis would enhance the clarity and depth of understanding regarding the distinct contributions of the current research in relation to these seminal works in the field. I suggest to add the section of research significance.

7- Highlighting the novelty and significance of research findings within the introduction would further engage readers.

9- The experimental phase of study was not presented suitable. It should improve.

10- The regulations and standards of the tests was not presented. All of the regulations for each experiment should provide.

11- More comparative analysis with experimental and other studies in the technical literature should be done.

12- The conclusion section could benefit from more contextual information about the significance of the research findings. It is helpful to know how the research findings could be applied in real-world situations or how they contribute to existing knowledge in the field.

13- Lots of references are outdated. Please expand them. If a suitable position is found, authors can cite references below. [1] Influence of repeated heating–cooling cycles and exposure duration on mechanical, electrical, and durability properties of geopolymer concrete. [2] Residual axial performance of PET/rubber-modified concrete confined with CFRP strips after thermal exposure: Experimental and theoretical analysis. [3] Thermo-mechanical behavior of high-strength concrete with nylon granule aggregates: Experimental evaluation and predictive analysis. [4] Effect of specimen size on compressive capacity and damage mechanisms of PET-containing self-consolidating concrete after high-temperature exposure. [5] Improvement of Recycled Concrete Aggregate Properties by Polyvinyl Alcohol. [6] Evaluation of the Static Behavior of WPC-GFRP Sandwich Panels: An Experimental, Theoretical, and Numerical Study. [6] Improvement of Recycled Concrete Aggregate Properties by Polyvinyl Alcohol

14- No in-depth conclusion was found.

15- Improve the quality of figures and charts. The quality if the presented figures are not suitable for publication.

16- All the commercial names should be deleted.

17- Check the article grammatically.

18- All the citations in the manuscript need to be double-checked to ensure their consistency with the reference list.

19- Remove the gray border of the presented curves.

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Reviewer #1: No

Reviewer #2: No

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Revision 1

Reviewer #1: General Comments:

This manuscript investigates the pull-out performance of steel tube–stud grouting connectors, with research parameters including embedment depth, stud steel type, steel tube thickness, stud end diameter, and the diameter of the backing plate hole. Based on the Mohr–Coulomb strength criterion and elastic theory, an analytical expression for the yield bearing capacity of connectors under tensile pull-out is developed by modeling the stress state of the surrounding mortar. However, the manuscript is poorly organized, and numerous issues need to be addressed before it can be considered for publication.

1. The key words fail to present the main content of this article. It is suggested to replace the first key word.

Response: Thank the expert for the comments. We replaced the first keyword with a more appropriate one and added a keyword. The revised keywords accurately reflect the main content of the revised article, as shown below. The revised keywords: Steel tube-stud grouting connector between steel frame and external wall; Pull-out performance; Finite element analysis; Mohr-Coulomb strength theory; Yield bearing capacity

2. There is no head diameter in Figure 4. The expression in Figure 4 should correspond to that in Table 1.

Response: Thank the expert for the comments. We have supplemented the parameter of head diameter in Figure 4 and unified the symbol and expression format of Figure 4 to be consistent with Table 1 in the revised manuscript.

Fig. 4. Geometric structure diagram of the specimen

3. Have duplicate specimens been set up, with only one specimen of each type. How can accidental errors be avoided? (Section 2.1)

Response: Thank the expert for the comments. In this study, a total of 18 specimens were designed and divided into 5 groups (A, B, C, D, E) for parametric comparison. Multiple parallel specimens were arranged within each group. Key parameters (stud embedment depth, steel pipe wall thickness, base plate hole diameter in the steel pipe, stud type, and stud end diameter) each included 2 to 5 parallel specimens, rather than a single-specimen design. All grouting materials and steel were from the same batch. The specimens and test blocks were cured under the same conditions and loaded on the same day to minimize material variability. All specimens were subjected to the same loading rate, preloading cycles, and loading until failure, thereby eliminating accidental errors caused by different loading procedures.

4. The diameter (d) of the stud should be supplemented in Table 1.

Response: Thank the expert for the comments. We have supplemented the diameter d of the stud in Table 1 in the revised manuscript.

5. The diameter of the steel pipe should be indicated in Table 1.

Response: Thank the expert for the comments. We have indicated and supplemented the diameter of the steel pipe in Table 1 in the revised manuscript.

6. Pictures of the tensile tests of stud bolts and steel pipes should be supplemented in Section 2.2.

Response: Thank the expert for the comments. Due to an oversight during the experimental recording process, high-definition physical photographs of the tensile tests on the studs and steel tubes were not retained at the earlier stage. However, the relevant mechanical property data (yield strength, tensile strength, elastic modulus, elongation at fracture, etc.) have been tested in strict accordance with the standard (GB/T 228.1-2021) and are fully presented in Tables 2 and 3. The data are authentic and reliable. To improve the content of the paper, we have supplemented schematic diagrams of the tensile tests on the studs and steel pipes, along with dimensional annotations of the specimen geometry, in Section 2.2. Detailed written descriptions of the test procedure, loading method, and data acquisition method have also been provided, clearly presenting the entire process of material mechanical property testing and meeting the traceability requirements of the experiments. In future studies, we will strictly standardize the recording of experimental images to avoid similar oversights. Once again, we thank the reviewers for their guidance. The above revisions have been made in the revised manuscript.

(a) Schematic diagram of the specimen

(b) Loading diagram of the stud test

Fig. 5. Stud tensile test

(a) Schematic diagram of the specimen (b) Loading diagram of the steel tube test

Fig. 6. Steel tube tensile test

7. According to the provisions of JGT 408-2019, the strength of grouting material should not be less than 85MPa. Is the strength in this article too low? (Table 4)

Response: Thank you for the expert comments. The load transfer mechanism is different: the connector in this paper relies on the cooperative load transfer of the stud end bearing, steel pipe confinement, and local bearing of the grout, rather than the bond anchorage between the rebar and the grout. Experimental results show that grout with a strength of 44–64 MPa is already sufficient to allow the stud to fully yield and fracture, and the grout strength meets the design requirements, with no grout crushing failure observed. Purpose of the parametric study: This paper adopts low-to-medium strength grout, aiming to investigate the ultimate load-bearing potential and failure mechanism of the connector under low-strength grout. This provides a reference for the selection of low-cost and easy-to-construct grout materials in engineering practice, and falls within the scope of fundamental research rather than direct design for engineering applications. Furthermore, the numerical simulation analysis also demonstrates the effectiveness of using low-strength grout in the connector.

8. Please draw a diagram to illustrate the loading procedure in Section 2.4.

Response: Thank you for the expert comments. We have added two schematic diagrams in Section 2.4 to clearly illustrate the detailed loading procedure in the revised manuscript. As shown in the figure below:

(a) Schematic diagram (b) Photograph of actual equipment

Fig. 8. Test loading setup.

9. “The initial stiffness K, yield load Py, ultimate load Pu, maximum deformation Δmax”, Please explain in detail how these values were obtained and calculated? (Section 3.1)

Response: Thank the expert for the comments. Initial stiffness K: The tangent stiffness at the point corresponding to one-third of the ultimate load. Yield load Py: Determined using the 0.2% residual strain method. Ultimate load Pu: The peak load on the load–deformation curve (as indicated in Figure 10). Maximum deformation Δmax: The deformation corresponding to the peak load on the load–deformation curve.

10. It is recommended to keep two decimal places. (Table 5)

Response: Thank the expert for the comments. We agree that maintaining an appropriate level of precision improves the clarity and professionalism of the table. Therefore, we have revised Table 5, and all numerical data are now presented to two decimal places. The relevant changes have been made in the revised manuscript.

11. It is suggested to add a discussion chapter to summarize and analyze the influence of research parameters on connection performance.

Response: Thank the expert for the comments. We have added a new section, Section 3.7, to summarize and analyze the influence of the research parameters (stud embedment depth, steel pipe thickness, base plate hole diameter in the steel pipe, stud type, and stud end diameter) on connection performance. The relevant revisions have been made in the revised manuscript.

12. Please draw a diagram to describe the constitutive relationship of the material and indicate the specific values in the diagram. (Section 4.1)

Response: Thank the expert for the comments. We have added the schematic diagrams and table to describe the material constitutive relationship in Section 4.1, and marked the corresponding specific key values on the diagram as required.

Fig.18. Stress-strain curve of steel Fig.19. Concrete constitutive model

Table 6. CDP model parameters of the grout material

Dilation Angle Ψ/° Eccentricity ε fb0/fc0 αf K Viscosity Parameter µ

30 0.1 1.16 2/3 0.0005

13. The author should highlight the practical value of the research in the introduction.

Response: Thank the expert for the comments. We have supplemented and highlighted the practical engineering value and application significance of this research in the Introduction section.

Reviewer #2: The manuscript titled “Research on the anti-pull performance of a novel small-diameter steel tube-stud grouting connector” addresses a pertinent research topic within the realm of structural engineering. The presented study refers to a study that investigates how well a newly designed connector resists being pulled apart by tensile forces. The connector is “novel” because it is a new type, made from a small-diameter steel tube that contains a short steel rod (stud), with the space between them filled by high-strength grout. When the grout hardens, it bonds the stud to the tube and to the surrounding structural element, allowing forces to be safely transferred. The term “anti-pull performance” describes the connector’s ability to resist pull-out, often evaluated in terms of ultimate pull-out strength, load–displacement behavior, and failure modes such as grout cracking or bond failure. This kind of research is important for applications like prefabricated concrete structures and steel–concrete composite systems, where compact, reliable connectors are needed to ensure that elements remain securely joined under tensile loading. To enhance the manuscript's clarity, it is essential to refine the articulation of key concepts, ensuring that the arguments are logically structured and effectively communicated. Additionally, the methodological approach should be strengthened by providing a more detailed explanation of the research design, data analysis techniques, and validation processes to ensure scientific rigor. Furthermore, a deeper discussion of the findings, including their broader implications and potential applications, would significantly enhance the manuscript’s impact. Addressing these aspects will improve the overall coherence, credibility, and contribution of the study, aligning it with the expected scholarly standards.

1. The abstract succinctly summarizes the key findings, emphasizing the influence of STG. This clarity is appreciated, but further elaboration on the significance of these findings would enhance the abstract's impact.

Response: Thank the expert for the comments. We have further elaborated the research significance and application value of the key findings in the abstract to strengthen their academic impact. The significance of this research and its engineering application value are summarized as follows. This study fills an existing research gap regarding external-wall connections for steel structures and proposes an innovative, reliable connecting detail for prefabricated steel facade joints. Test results confirm that the proposed connection exhibits favourable pullout behaviour even with low-strength grout and a shallow stud embedment of 4d, which reduces material costs and simplifies field construction. The derived formula for yield load capacity achieves high prediction accuracy (The error is less than 11.3%) and applies to practical engineering calculations, thereby enhancing design efficiency and structural safety. In addition, this work provides theoretical underpinnings and experimental datasets for parametric optimization, engineering popularization, and the development of specifications for STG connectors.

2. The selection of keywords appears inadequate, as they fail to comprehensively encompass all facets of the research and accurately communicate the underlying concepts. A revision is recommended to ensure a more precise representation of the study’s scope and content.

Response: Thank the expert for the comments. We have carefully reviewed and revised the keywords, supplemented appropriate terms, and optimized the selection to fully and accurately cover the research scope, core concepts, and main content of this study. The revised keywords are: Steel tube-stud grouting connector between steel frame and external wall; Pull-out performance; Finite element analysis; Mohr-Coulomb strength theory; Yield bearing capacity.

3. The introduction needs a clearer structure and flow. The information needs to be more -cohesive, making it easier for the reader to follow the logical progression of ideas.

Response: Thank the expert for the comments. We have reorganised the structure and logical flow of the introduction, improved the cohesion between paragraphs, and optimized the logical progression for better readability.

4. The introduction does not provide a clear conclusion or summary of the information presented. It is important to provide a concise summary of the key points discussed in the introduction.

Response: Thank the expert for the comments. We have added a concise concluding summary at the end of the introduction to summarize the key points and complete the logical arrangement of this section.

5. The introduction section needs to expand. The literature review seems very limited.

Response: Thank the expert for the comments. We have expanded the content of the introduction and supplemented more relevant references to enrich the literature review section.

6. The authors should provide a more explicit delineation of the inherent novelty in their research. It is imperative that they articulate the innovative aspects of their study and specify any prerequisites essential for its execution. This comparative analysis would enhance the clarity and depth of understanding regarding the distinct contributions of the current research in relation to these seminal works in the field. I suggest to add the section of research significance.

Response: Thank the expert for the comments. We have clearly clarified the inherent novelty and innovative aspects of this research, added the necessary prerequisites for implementation, and conducted a comparative analysis with previous seminal studies to highlight our distinct contributions. Meanwhile, we have supplemented the section on research significance as suggested.

7. Highlighting the novelty and significance of research findings within the introduction would further engage readers.

Response: Thank the expert for the comments. This paper presents experimental, numerical, and theoretical investigations into the pullout behaviour of steel pipestud grouted connections. The novelties of this work are threefold: (1) identification of a synergistic load-transfer mechanism combining stud end bearing, steel pipe confinement, and localized grout support, which differs from the conventional bond and anchorage mechanism of reinforced-bar grouted joints. (2) assessment of low-to-medium-strength grouts and specimens with shallow stud embedment, demonstrating that such connections can maintain satisfactory mechanical performance. (3) quantification of the effects of critical parameters (embedment depth, pipe wall thickness, etc.) on failure modes and ultimate pullout capacity. This research provides valuable guidance for the future design and engineering application of tubular grouted connectors linking primary steel frames to external claddings, and offers benchmark data for finite-element modelling of comparable grouted connections. Once again, we thank the reviewers for their guidance. The above revisions have been made in the revised manuscript.

8. The experimental phase of study was not presented suitable. It should improve.

Response: Thank the expert for the comments. We have revised the descriptions of the experimental program (Chapter 2) to make them clearer and more complete, and all modifications have been highlighted in the revised manuscript.

9. The regulations and standards of the tests was not presented. All of the regulations for each experiment should provide.

Response: Thank the expert for the comments. We have now explicitly provided the relevant regulations and standards for each experiment in the revised manuscript (Sections 2.2.1,~2.4.1). The added standards include GB/T 228.1-20

Attachments
Attachment
Submitted filename: Response to Reviewers.docx
Decision Letter - Zhenhua Li, Editor

Research on the anti-pull performance of a novel small-diameter steel tube-stud grouting connector

PONE-D-26-15500R1

Dear Dr. Xiao,

We’re pleased to inform you that your manuscript has been judged scientifically suitable for publication and will be formally accepted for publication once it meets all outstanding technical requirements.

Within one week, you’ll receive an e-mail detailing the required amendments. When these have been addressed, you’ll receive a formal acceptance letter and your manuscript will be scheduled for publication.

An invoice will be generated when your article is formally accepted. Please note, if your institution has a publishing partnership with PLOS and your article meets the relevant criteria, all or part of your publication costs will be covered. Please make sure your user information is up-to-date by logging into Editorial Manager at Editorial Manager® and clicking the ‘Update My Information' link at the top of the page. For questions related to billing, please contact billing support.

If your institution or institutions have a press office, please notify them about your upcoming paper to help maximize its impact. If they’ll be preparing press materials, please inform our press team as soon as possible -- no later than 48 hours after receiving the formal acceptance. Your manuscript will remain under strict press embargo until 2 pm Eastern Time on the date of publication. For more information, please contact onepress@plos.org.

Kind regards,

Zhenhua Li

Academic Editor

PLOS One

Additional Editor Comments (optional):

accept

Reviewers' comments:

Reviewer's Responses to Questions

-->Comments to the Author

1. If the authors have adequately addressed your comments raised in a previous round of review and you feel that this manuscript is now acceptable for publication, you may indicate that here to bypass the “Comments to the Author” section, enter your conflict of interest statement in the “Confidential to Editor” section, and submit your "Accept" recommendation.-->

Reviewer #1: All comments have been addressed

Reviewer #2: All comments have been addressed

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-->2. Is the manuscript technically sound, and do the data support the conclusions?

The manuscript must describe a technically sound piece of scientific research with data that supports the conclusions. Experiments must have been conducted rigorously, with appropriate controls, replication, and sample sizes. The conclusions must be drawn appropriately based on the data presented. -->

Reviewer #1: Yes

Reviewer #2: Yes

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-->3. Has the statistical analysis been performed appropriately and rigorously? -->

Reviewer #1: Yes

Reviewer #2: Yes

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-->4. Have the authors made all data underlying the findings in their manuscript fully available?

The PLOS Data policy requires authors to make all data underlying the findings described in their manuscript fully available without restriction, with rare exception (please refer to the Data Availability Statement in the manuscript PDF file). The data should be provided as part of the manuscript or its supporting information, or deposited to a public repository. For example, in addition to summary statistics, the data points behind means, medians and variance measures should be available. If there are restrictions on publicly sharing data—e.g. participant privacy or use of data from a third party—those must be specified.-->

Reviewer #1: Yes

Reviewer #2: Yes

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-->5. Is the manuscript presented in an intelligible fashion and written in standard English?

PLOS ONE does not copyedit accepted manuscripts, so the language in submitted articles must be clear, correct, and unambiguous. Any typographical or grammatical errors should be corrected at revision, so please note any specific errors here.-->

Reviewer #1: Yes

Reviewer #2: Yes

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-->6. Review Comments to the Author

Please use the space provided to explain your answers to the questions above. You may also include additional comments for the author, including concerns about dual publication, research ethics, or publication ethics. (Please upload your review as an attachment if it exceeds 20,000 characters)-->

Reviewer #1: The authors have addressed the previous concerns and revised the manuscript as requested. I therefore recommend it for acceptance.

Reviewer #2: Comments have been addressed.

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-->7. PLOS authors have the option to publish the peer review history of their article (what does this mean?). If published, this will include your full peer review and any attached files.

If you choose “no”, your identity will remain anonymous but your review may still be made public.

Do you want your identity to be public for this peer review?  For information about this choice, including consent withdrawal, please see our Privacy Policy.-->

Reviewer #1: No

Reviewer #2: No

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Formally Accepted
Acceptance Letter - Zhenhua Li, Editor

PONE-D-26-15500R1

PLOS One

Dear Dr. Xiao,

I'm pleased to inform you that your manuscript has been deemed suitable for publication in PLOS One. Congratulations! Your manuscript is now being handed over to our production team.

At this stage, our production department will prepare your paper for publication. This includes ensuring the following:

* All references, tables, and figures are properly cited

* All relevant supporting information is included in the manuscript submission,

* There are no issues that prevent the paper from being properly typeset

You will receive further instructions from the production team, including instructions on how to review your proof when it is ready. Please keep in mind that we are working through a large volume of accepted articles, so please give us a few days to review your paper and let you know the next and final steps.

Lastly, if your institution or institutions have a press office, please let them know about your upcoming paper now to help maximize its impact. If they'll be preparing press materials, please inform our press team within the next 48 hours. Your manuscript will remain under strict press embargo until 2 pm Eastern Time on the date of publication. For more information, please contact onepress@plos.org.

You will receive an invoice from PLOS for your publication fee after your manuscript has reached the completed accept phase. If you receive an email requesting payment before acceptance or for any other service, this may be a phishing scheme. Learn how to identify phishing emails and protect your accounts at https://explore.plos.org/phishing.

If we can help with anything else, please email us at customercare@plos.org.

Thank you for submitting your work to PLOS ONE and supporting open access.

Kind regards,

PLOS ONE Editorial Office Staff

on behalf of

Professor Zhenhua Li

Academic Editor

PLOS One

Open letter on the publication of peer review reports

PLOS recognizes the benefits of transparency in the peer review process. Therefore, we enable the publication of all of the content of peer review and author responses alongside final, published articles. Reviewers remain anonymous, unless they choose to reveal their names.

We encourage other journals to join us in this initiative. We hope that our action inspires the community, including researchers, research funders, and research institutions, to recognize the benefits of published peer review reports for all parts of the research system.

Learn more at ASAPbio .