Research Article | | Peer-Reviewed

Verification Test and Research on Fitting Curve of Shear and Tensile Synthesis Method

Received: 3 March 2024     Accepted: 29 March 2024     Published: 12 April 2024
Views:       Downloads:
Abstract

Based on the recommended curve of concrete compressive strength tested by shear and tensile composite method, this paper combined with concrete specimens of different strength grades, ages and batches produced by several test verification units, adopted the in vitro shear and tensile test method introduced by the regulations, and used basically the same test equipment to collect the single shear and tensile strength and the compressive strength of cube specimens under the same conditions. Each batch was divided into 15 or 30 specimens. Through the collected test data, the conversion strength of the single shear, pull-out and shear tensile composite methods were calculated respectively. The relative error of a single specimen was calculated based on the average strength of each batch of concrete. The error distribution types and errors of each company were systematically studied, and finally the relative error data of each company were summarized, and the probability distribution parameters of the error of the Shear and tensile synthesis method were understood through probability distribution analysis, and the relationship between the error of the shear and tensile synthesis method, the single shear method and the pull method, and the influence degree on the conversion strength of the shear and tensile synthesis method were shown by using three-dimensional coordinates. Using the test data of "shear and tensile synthesis method", "single shear method" and "pull-out method", the scatter plot is drawn, and the error size is compared to explore the direction of further improving the detection accuracy of "shear and tensile synthesis method".

Published in Science Discovery (Volume 12, Issue 2)
DOI 10.11648/j.sd.20241202.13
Page(s) 33-40
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Single Shear Method, Pull-out Method, Shear and Tensile Synthesis Method, Probability Distribution, Relative Error, Histogram, Scatter Plot

References
[1] 中国工程建设标准化协会《关于印发<2020年第一批协会标准制订、修订计划〉的通知》建标协字〔2020〕14号.
[2] 张建宁等 剪拉综合法试验与曲线验证分析 [J] 新材料新装饰杂志社 2024,01,03, 第6卷第2期, 151-154. Doi: 10.12203/j.xclxzs.1671-9344.202402040
[3] 张建宁等 剪拉综合法拟合曲线检测混凝土抗压强度分析 [J], 新材料新装饰杂志社 2024, 第6卷第1期, 1-5. Doi: 10.12203/j.xclxzs.1671-9344.202401001
[4] 朱跃武 南建林、石永等.混凝土剪拉综合强度与立方体抗压强度关系的研究 [J], 建筑科学2021, 37(3): 14-20. Doi: 10.13614/j.cnki.11-1962/tu.2021.03003
[5] 朱跃武. 一种新的检测技术——剪切拉拔综合法[J]. 工程质量, 2020, 38(7): 22-27. DOI: 10.3969/j.issn.1671-3702.2020.07.006
[6] 朱跃武 剪切拉拔综合法检测混凝土抗压强度技术的研究 [J] 工程质量, 2020,5,10, 28-34. DOI: 10.3969/j.issn.1671-3702.2020.05.007
[7] 朱跃武 邱平等 原位单剪法检测混凝土抗压强度——一种操作简便、适用范围广、精度较高的检测技术 [J], 土木工程, 2013, 20014, 79-83. DOI:10.12677/hjce.2013.21014
[8] 杜雷, 张波, 周茗如, 等. 抗剪法及原位单剪法推定混凝土抗压强度的试验研究 [J]. 工程质量, 2013, 31(8): 14-17, 21. DOI:10.3969/j.issn.1671-3702.2013.08.005
[9] 朱跃武 原位劈裂法检测混凝土抗拉与抗压强度技术的探讨 [J] 工程质量, 2019, 3, 10, 14-17.DOI: 10.3969/j.issn.1671-3702.2019.03.005
[10] 《拉脱法检测混凝土抗压强度技术规程》 (JGJ/T378-2016) [S]中国建筑工业出版社10-11.
[11] 朱跃武, 邱平, 李为杜, 等. 拉脱法混凝土测强技术标准形成 [J]. 工程质量, 2016(2): 21-26. DOI: 10.3969/j.issn.1671-3702.2016.02.007
[12] 国家建筑工程质量监督检验中心主编 混凝土无损检测技术 [S], 中国建材工业出版社1996, 9, 209-433.
[13] 浙江大学. 概率论与数理统计 [S], 高等教育出版社, 2004, 225-230.
[14] 武松等编著 《SPSS统计分析大全》 [S], 清华大学出版社, 2004, 167-171.
[15] 吴令云、吴家琪等著 MINITAB软件入门: 最易学实用的统计分析教程 [S] 高等教育出版社, 2021.1,79-80,160-168.
[16] 国家质量技术监督局计量司编著 测量不确定度评定与表示指南 [S] 中国计量出版社2000,4, 15-16.
Cite This Article
  • APA Style

    Jianning, Z., Qing, G., Sheng, G., Huanlin, L., Yuewu, Z. (2024). Verification Test and Research on Fitting Curve of Shear and Tensile Synthesis Method. Science Discovery, 12(2), 33-40. https://doi.org/10.11648/j.sd.20241202.13

    Copy | Download

    ACS Style

    Jianning, Z.; Qing, G.; Sheng, G.; Huanlin, L.; Yuewu, Z. Verification Test and Research on Fitting Curve of Shear and Tensile Synthesis Method. Sci. Discov. 2024, 12(2), 33-40. doi: 10.11648/j.sd.20241202.13

    Copy | Download

    AMA Style

    Jianning Z, Qing G, Sheng G, Huanlin L, Yuewu Z. Verification Test and Research on Fitting Curve of Shear and Tensile Synthesis Method. Sci Discov. 2024;12(2):33-40. doi: 10.11648/j.sd.20241202.13

    Copy | Download

  • @article{10.11648/j.sd.20241202.13,
      author = {Zhang Jianning and Guo Qing and Gu Sheng and Li Huanlin and Zhu Yuewu},
      title = {Verification Test and Research on Fitting Curve of Shear and Tensile Synthesis Method
    },
      journal = {Science Discovery},
      volume = {12},
      number = {2},
      pages = {33-40},
      doi = {10.11648/j.sd.20241202.13},
      url = {https://doi.org/10.11648/j.sd.20241202.13},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20241202.13},
      abstract = {Based on the recommended curve of concrete compressive strength tested by shear and tensile composite method, this paper combined with concrete specimens of different strength grades, ages and batches produced by several test verification units, adopted the in vitro shear and tensile test method introduced by the regulations, and used basically the same test equipment to collect the single shear and tensile strength and the compressive strength of cube specimens under the same conditions. Each batch was divided into 15 or 30 specimens. Through the collected test data, the conversion strength of the single shear, pull-out and shear tensile composite methods were calculated respectively. The relative error of a single specimen was calculated based on the average strength of each batch of concrete. The error distribution types and errors of each company were systematically studied, and finally the relative error data of each company were summarized, and the probability distribution parameters of the error of the Shear and tensile synthesis method were understood through probability distribution analysis, and the relationship between the error of the shear and tensile synthesis method, the single shear method and the pull method, and the influence degree on the conversion strength of the shear and tensile synthesis method were shown by using three-dimensional coordinates. Using the test data of "shear and tensile synthesis method", "single shear method" and "pull-out method", the scatter plot is drawn, and the error size is compared to explore the direction of further improving the detection accuracy of "shear and tensile synthesis method".
    },
     year = {2024}
    }
    

    Copy | Download

  • TY  - JOUR
    T1  - Verification Test and Research on Fitting Curve of Shear and Tensile Synthesis Method
    
    AU  - Zhang Jianning
    AU  - Guo Qing
    AU  - Gu Sheng
    AU  - Li Huanlin
    AU  - Zhu Yuewu
    Y1  - 2024/04/12
    PY  - 2024
    N1  - https://doi.org/10.11648/j.sd.20241202.13
    DO  - 10.11648/j.sd.20241202.13
    T2  - Science Discovery
    JF  - Science Discovery
    JO  - Science Discovery
    SP  - 33
    EP  - 40
    PB  - Science Publishing Group
    SN  - 2331-0650
    UR  - https://doi.org/10.11648/j.sd.20241202.13
    AB  - Based on the recommended curve of concrete compressive strength tested by shear and tensile composite method, this paper combined with concrete specimens of different strength grades, ages and batches produced by several test verification units, adopted the in vitro shear and tensile test method introduced by the regulations, and used basically the same test equipment to collect the single shear and tensile strength and the compressive strength of cube specimens under the same conditions. Each batch was divided into 15 or 30 specimens. Through the collected test data, the conversion strength of the single shear, pull-out and shear tensile composite methods were calculated respectively. The relative error of a single specimen was calculated based on the average strength of each batch of concrete. The error distribution types and errors of each company were systematically studied, and finally the relative error data of each company were summarized, and the probability distribution parameters of the error of the Shear and tensile synthesis method were understood through probability distribution analysis, and the relationship between the error of the shear and tensile synthesis method, the single shear method and the pull method, and the influence degree on the conversion strength of the shear and tensile synthesis method were shown by using three-dimensional coordinates. Using the test data of "shear and tensile synthesis method", "single shear method" and "pull-out method", the scatter plot is drawn, and the error size is compared to explore the direction of further improving the detection accuracy of "shear and tensile synthesis method".
    
    VL  - 12
    IS  - 2
    ER  - 

    Copy | Download

Author Information
  • Sections