高温下普通和高强混凝土中变形钢筋粘结滑移行为的研究进展

IF 0.9 Q4 ENGINEERING, CIVIL

Australian Journal of Structural Engineering Pub Date : 2022-03-30 DOI:10.1080/13287982.2022.2055816

S. H. Buch, R. Suhail

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引用次数: 2

摘要

摘要:为了确定高温下普通和高强度混凝土中变形钢筋的粘结滑移行为，本研究进行了全面的审查。回顾了实验和数值工作，并回顾了不同参数变化对高温下粘结滑移行为的影响。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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Bond-slip Behaviour of Deformed Rebars in Normal and High Strength Concrete at Elevated Temperature-a review

ABSTRACT A comprehensive review is undertaken in this study in order to determine the bond-slip behaviour of deformed rebars in normal and high strength concrete at elevated temperatures. The experimental as well as numerical works are reviewed, and the effect of different parametric variations on bond-slip behaviour at elevated temperatures is reviewed.

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来源期刊

Australian Journal of Structural Engineering ENGINEERING, CIVIL-

CiteScore

2.50

自引率

0.00%

发文量

期刊介绍： The Australian Journal of Structural Engineering (AJSE) is published under the auspices of the Structural College Board of Engineers Australia. It fulfils part of the Board''s mission for Continuing Professional Development. The journal also offers a means for exchange and interaction of scientific and professional issues and technical developments. The journal is open to members and non-members of Engineers Australia. Original papers on research and development (Technical Papers) and professional matters and achievements (Professional Papers) in all areas relevant to the science, art and practice of structural engineering are considered for possible publication. All papers and technical notes are peer-reviewed. The fundamental criterion for acceptance for publication is the intellectual and professional value of the contribution. Occasionally, papers previously published in essentially the same form elsewhere may be considered for publication. In this case acknowledgement to prior publication must be included in a footnote on page one of the manuscript. These papers are peer-reviewed as new submissions. The length of acceptable contributions typically should not exceed 4,000 to 5,000 word equivalents. Longer manuscripts may be considered at the discretion of the Editor. Technical Notes typically should not exceed about 1,000 word equivalents. Discussions on a Paper or Note published in the AJSE are welcomed. Discussions must address significant matters related to the content of a Paper or Technical Note and may include supplementary and critical comments and questions regarding content.