Technical Papers
May 23, 2016

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 25(35) 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 60×60×300mm 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

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 10October 2016

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

Permissions

Request permissions for this article.

Authors

Affiliations

S. H. Zoalfakar [email protected]
Assistant Professor, Dept. of Mechanical Engineering, Higher Technological Institute, 10th of Ramadan City 44629, Egypt (corresponding author). E-mail: [email protected]
Mona A. Elsissy
Assistant Professor, Nile Institute for Engineering, Mansoura 35516, Egypt.
Y. B. Shaheen
Professor, Strength and Testing of Materials, Dept. of Civil Engineering, Faculty of Engineering, Menoufiya Univ., Shebin El-Kom 32512, Egypt.
A. A. Hamada
Professor, Dynamic and Composites Materials, Dept. of Production Engineering and Mechanical Design, Faculty of Engineering, Menoufiya Univ., Shebin El-Kom 32512, Egypt.

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share