澳大利亚钢筋混凝土结构材料性能的统计分析及评估建议值

IF 0.9 Q4 ENGINEERING, CIVIL
S. Menegon, H. Tsang, John L. Wilson, N. Lam
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引用次数: 2

摘要

摘要本文介绍了澳大利亚典型等级混凝土和钢筋的实际平均材料性能的统计分析。分析使用数据库中的3,447个混凝土圆柱体试验结果和15,201个钢筋拉伸试验结果进行。测试结果是在2009年至2021年期间进行的。本文总结了组成数据库的不同等级的混凝土和钢筋的平均值和各自的变异系数值。观察到不同的制造趋势和供应商之间的可变性对加固样品,并提出了适当的建议。研究人员或设计人员可以采用这些值来进行RC结构的概率评估。本文还为钢筋混凝土结构的非线性分析提供了平均材料性能的建议。测试结果数据库还包括混凝土的早期强度数据,这些数据已被用于提供预测澳大利亚各种标准等级混凝土早期强度的建议。本文还对数据库中各种等级的钢筋和混凝土的理论特征值进行了评估,并将它们与各自规定的规范要求进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Statistical analysis of material properties and recommended values for the assessment of RC structures in Australia
ABSTRACT This paper presents a statistical analysis of the actual mean material properties for typical grades of concrete and reinforcement available in Australia. The analysis was performed using a database of 3,447 concrete cylinder test results and 15,201 reinforcement tensile test results. The test results were taken over a period from 2009 to 2021. The paper provides a summary of the mean values and respective coefficient of variation values for the different grades of concrete and reinforcement that make up the database. Distinctive manufacturing trends and variability between suppliers were observed for reinforcement samples and appropriate recommendations have been proposed. Researchers or designers can adopt these values to undertake probabilistic assessments of RC structures. The paper also provides recommendations for mean material properties for the purpose of undertaking non-linear analysis of RC structures. The database of test results also includes early age strength data for concrete, which have been used to provide recommendations for predicting the early age strength of various standard grades of concrete available in Australia. The paper also presents an assessment of the theoretical characteristic values from the database for the various grades of reinforcement and concrete and how they compare to respective specified code requirements.
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来源期刊
CiteScore
2.50
自引率
0.00%
发文量
31
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.
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