Multiresponse Optimization of Postfire Residual Properties of Fiber-Reinforced High-Performance Concrete
Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 10
Abstract
This paper presents the results of an extensive experimental program undertaken to optimize compressive strength, ultrasonic pulse velocity (UPV), and abrasion wear of heated high-performance concrete using Taguhi method and the utility concept. The design of experiments (DOEs) was first carried out by Taguchi method using a standard L orthogonal array of three factors with five materials parameters levels. The factors considered in this context of HPC were: fiber volume fracture, age time, and postheat temperature. The prism specimens with various volume fractions were casted, left for different age times (7, 28, and 56 day), then heated up to 200, 400, and 800°C for a time of 3 h; they were subsequently tested in the cooled conditions. Based on the experimental results, the materials parameter responses were analyzed and the level of importance of the input parameters on the measurement values was determined using ANOVA method. The results show that the mix parameters change their influence on the residual properties of high-performance concrete (HPC) with the change in temperature of exposure.
Get full access to this article
View all available purchase options and get full access to this article.
References
Anderson, T. (1995). Fracture mechanics, fundamental and application, 2nd Ed., CRC press, Boca Raton, FL.
Antony, J., and Antony, J. F. (2001). “Teaching the Taguchi method to industrial engineers.” Work Study, 50(4), 141–149.
Balendran, R. V., Zhou, F. P., Nadeem, A., and Leung, A. Y. T. (2002). “Influence of steel fibers on strength and ductility of normal and lightweight high strength concrete.” Build. Environ., 37(12), 1361–1367.
Cavdar, A., and Yetgin, S. (2010). “Investigation of abrasion resistance of cement mortar with different pozzolanic compositions and subjected to sulfated medium.” Constr. Build. Mater., 24(4), 461–470.
Comeau, E. D., and Wolf, A. (1997). “Fire in the Chunnel.” NFPA J., 91(2), 58–64.
Davim, P. J. (2001). “A note on determination of optimal cutting conditions for surface finish obtained in turning using of experiments.” J. Mater. Process. Technol., 116(2–3), 305–308.
Derringer, G., and Suich, R. (1980). “Simultaneous optimization of several response variables.” J. Qual. Technol., 12(4), 214–219.
Design-Expert 6.0 [Computer software]. Stat-Ease, Minneapolis.
Harun, T., and Ahmet, C. (2008). “Performance of lightweight concrete with silica fume after high temperature.” Constr. Build. Mater., 22(10), 2124–2129.
Husen, M (2006). “The effect of high temperature on compressive and flexural strengths of ordinary and high performance concrete.” Fire Saf. J., 41(2), 155–163.
Kiliç, A., et al. (2008). “The influence of aggregate type on the strength and abrasion resistance of high strength concrete.” Cem. Concr. Compos., 30(4), 290–296.
Kiliç, A., Atiş, C. D., Yaşar, E., and Özcan, F. (2003). “High-strength lightweight concrete made with scoria aggregate containing mineral admixtures.” Cem. Concr. Res., 33(10), 1595–1599.
Maya, T. M., and Nivin, P. (2014). “Mechanical properties of concrete containing roof tile aggregate subjected to elevated temperature.” IJIRAE, 1(8), 2149–2163.
Montgomery, D. C. (2001). Design and analysis of experiments, Wiley, New York.
Mydin, M., and Soleimanzadeh, S. (2012). “Effect of polypropylene fiber content on flexural strength of lightweight foamed concrete at ambient and elevated temperatures.” Adv. Appl. Sci. Res., 3(5), 2837–2846.
Phan, L. T., Carino, N. J., Duthinh, D., and Garboczi, E. (1997). International workshop on fire performance of high performance concrete, NIST, Gaithersburg, MD.
Qiu, P., et al. (2014). “Application of Box-Behnken design with response surface methodology for modelling and optimizing ultrasonic oxidation of arsenite with H2O2.” Cent. Eur. J. Chem., 12(2), 164–172.
Rahim, A., Sharma, U. K., Murugesan, K., Sharma, A., and Arora, P. (2013). “Multi-response optimization of post-fire residual compressive strength of high performance concrete.” Constr. Build. Mater., 38, 265–273.
RILEM. (1995). “Recommendations of TC 129-MHT: Test methods for mechanical properties of concrete at high temperatures—Part 1: Introduction. Part 2: Stress-strain relation. Part 3: Compressive strength for service and accident conditions.” Mater. Struct., 28(181), 410–414.
Ross, P. J. (1989). Taguchi technique for quality engineering, 2nd Ed., McGraw-Hill, New York.
Siddique, R., Kapoor, K., Kadri, E. H., and Bennacer, R. (2012). “Effect of polyester fibres on the compressive strength and abrasion resistance of HVFA concrete.” Constr. Build. Mater., 29, 270–278.
Taguchi, G. (1990). Introduction to quality engineering, Asian Productivity Organization, Tokyo.
Ulm, F. J. (1997). “Fire damage in the Eurotunnel.” Int. Workshop on Fire Performance of High Performance Concrete, National Institute of Standards and Technology, Gaithersburg, MD.
Yang, H., Lin, Y., Hsiao, C., and Liu, J. Y. (2009). “Evaluating residual compressive strength of concrete at elevated temperatures using ultrasonic pulse velocity.” Fire Saf. J., 44(1), 121–130.
Yazici, S., and Inan, G. (2006). “An investigation on the wear resistance of high strength concretes.” Wear, 260(6), 615–618.
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Aug 19, 2015
Accepted: Feb 23, 2016
Published online: May 23, 2016
Published in print: Oct 1, 2016
Discussion open until: Oct 23, 2016
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.