CLC number: TU411
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
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CHEN Kuen-suan, SUNG Wen-pei, SHIH Ming-hsiang. Reliable evaluation method of quality control for compressive strength of concrete[J]. Journal of Zhejiang University Science A, 2005, 6(8): 836-843.
@article{title="Reliable evaluation method of quality control for compressive strength of concrete",
author="CHEN Kuen-suan, SUNG Wen-pei, SHIH Ming-hsiang",
journal="Journal of Zhejiang University Science A",
volume="6",
number="8",
pages="836-843",
year="2005",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2005.A0836"
}
%0 Journal Article
%T Reliable evaluation method of quality control for compressive strength of concrete
%A CHEN Kuen-suan
%A SUNG Wen-pei
%A SHIH Ming-hsiang
%J Journal of Zhejiang University SCIENCE A
%V 6
%N 8
%P 836-843
%@ 1673-565X
%D 2005
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2005.A0836
TY - JOUR
T1 - Reliable evaluation method of quality control for compressive strength of concrete
A1 - CHEN Kuen-suan
A1 - SUNG Wen-pei
A1 - SHIH Ming-hsiang
J0 - Journal of Zhejiang University Science A
VL - 6
IS - 8
SP - 836
EP - 843
%@ 1673-565X
Y1 - 2005
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2005.A0836
Abstract: Concrete in reinforced concrete structure (RC) is generally under significant compressive stress load. To guarantee required quality and ductility, various tests have to be conducted to measure the concrete’s compressive strength based on ACI (American Concrete Institute) code. Investigations of recent devastating collapses of structures around the world showed that some of the collapses directly resulted from the poor quality of the concrete. The lesson learned from these tragedies is that guaranteeing high quality of concrete is one of the most important factors ensuring the safety of the reinforced concrete structure. In order to ensure high quality of concrete, a new method for analyzing and evaluating the concrete production process is called for. In this paper, the indices of fit and stable degree are proposed as basis to evaluate the fitness and stability of concrete’s compressive strength. These two indices are combined to define and evaluate the quality index of the compressive strength of concrete. Principles of statistics are used to derive the best estimators of these indices. Based on the outcome of the study, a concrete compressive strength quality control chart is proposed as a tool to help the evaluation process. Finally, a new evaluation procedure to assess the quality control capability of the individual concrete manufacturer is also proposed.
[1] ACI Committee 214, 1983. Recommended Practice for Evaluation of Compressive Test Results of Concrete (ACI 214-77, Reapproved 1983). American Concrete Institute, Detroit, U.S.A.
[2] ACI Committee 318, 1996. Building Code Requirement for Reinforced Concrete (ACI 318-95) and Commentary ACI 318R-95, Reported by ACI Committee 318.
[3] Boyles, R.A., 1991. The Taguchi capability index. Journal of Quality Technology, 23(1):17-26.
[4] Boyles, R.A., 1994. Process capability with asymmetric tolerances. Communication in Statistics(Simulation and Computation, 23:615-643.
[5] Chan, L.K., Cheng, S.W., Spiring, F.A., 1988. A new measure of process capability: Cpm. Journal of Quality Technology, 20:162-175.
[6] Chen, K.S., 1998a. Estimation of the process incapability index. Commun. Statist. Theory Methods, 27(5):1263-1274.
[7] Chen, K.S., 1998b. Incapability index with asymmetric tolerances. Statistica Sinica, 8:253-262.
[8] Cheng, S.W., 1994-95. Practical implementation of the process capability indices. Quality Engineering, 7(2):239-259.
[9] Chou, Y.M., Owen, D.B., 1989. On the distribution of the estimated process capability indices. Commun. Statist. Theory Methods, 18:4549-4560.
[10] Kane, V.E., 1986. Process capability indices. Journal of Quality Technology, 18(1):41-52.
[11] Montgomery, D.C., 1985. Introduction to Statistical Quality Control. John Wiley & Sons, New York, U.S.A.
[12] NCREE, Taiwan, 1999. Investigation of 921 Chi-Chi Earthquake Damages.
[13] PCA, 1970. Statistical Product Control. Publication IS172T, Portland Cement Association, Skokie, IL, U.S.A.
[14] Pearn, W.L., Kotz, S., Johnson, K.L., 1992. Distribution and inferential properties of process capability indices. Journal of Quality Technology, 24:216-231.
[15] SECL, Taiwan, 1999. 921 Chi-Chi Earthquake Brief Report, Taipei, Taiwan.
[16] Sung, W.P., Chen, K.S., Go, C.G., 2001. The Effective Method of Evaluation for the Quality Control of Steel Reinforcing Bar. Advances and Applications in Statistics, 1(2):175-193.
[17] Watabe, M., 1995. Lessons Learnt from Hanshin-Awaji Devastating Earthquake. Proceedings of Conference for Architecture Damage in Hanshin-Awaji Earthquake, Taipei, Taiwan, p.1-1-1-49.
Open peer comments: Debate/Discuss/Question/Opinion
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2014-07-23 15:09:43
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2010-10-20 22:17:51
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