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CORRECTION article

Front. Mater., 16 February 2023
Sec. Structural Materials
Volume 10 - 2023 | https://doi.org/10.3389/fmats.2023.1158750
This article is part of the Research Topic Advanced Concretes and Their Structural Applications-Volume II View all 15 articles

Corrigendum: Calculation model of concrete-filled steel tube arch bridges based on the “arch effect”

This article is a correction to:

  1. Calculation model of concrete-filled steel tube arch bridges based on the “arch effect”

    1. Read original article
Shaorui WangShaorui WangYingbin Li Yingbin Li*Zengwu LiuZengwu LiuTianlei ChengTianlei Cheng
  • School of Civil Engineering, Chongqing Jiaotong University, Chongqing, China

A Corrigendum on
Calculation model of concrete-filled steel tube arch bridges based on the “arch effect”

by Wang S, Li Y, Liu Z and Cheng T (2023). Front. Mater. 9:1084999. doi: 10.3389/fmats.2022.1084999

In the original article, the author names were incorrectly formatted. The correct names appear above.

In the original article, there was an error in the Funding statement. Information about the source of funds was not added to the article. The correct statement is as follows:

“This work was supported by Science and Technology Innovation Project of Chongqing Education Commission “Construction of Twin Cities Economic Circle in Chengdu-Chongqing Region” (KJCXZD2020032), Natural Science Foundation of Chongqing (cstc2021jcyj-msxm2491), Guangxi Key Research and Development Program (GuikeAB22036007-8), Chongqing Technology Innovation and Application Development Special Key Project (CSTB2022TIAD-KPX0205). This support is gratefully acknowledged.”

The authors apologize for these errors and state that this does not change the scientific conclusions of the article in any way. The original article has been updated.

Publisher’s note

All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.

Keywords: concrete-filled steel tube arch, arch mode, geometric non-linearity, coefficient of eccentricity increase, equivalent beam and column method, eccentric compression column

Citation: Wang S, Li Y, Liu Z and Cheng T (2023) Corrigendum: Calculation model of concrete-filled steel tube arch bridges based on the “arch effect”. Front. Mater. 10:1158750. doi: 10.3389/fmats.2023.1158750

Received: 04 February 2023; Accepted: 06 February 2023;
Published: 16 February 2023.

Approved by:

Frontiers Editorial Office, Frontiers Media SA, Switzerland

Copyright © 2023 Wang, Li, Liu and Cheng. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

*Correspondence: Yingbin Li, MjgxNjUwNjU5QHFxLmNvbQ==

Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.