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.
Statements
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.
Summary
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
Volume
10 - 2023
Updates
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, 281650659@qq.com
This article was submitted to Structural Materials, a section of the journal Frontiers in Materials
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.