Technical Papers
Jan 28, 2021

Flexural Behavior of Polyvinyl Alcohol Fiber–Reinforced Ferrocement Cementitious Composite

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 4

Abstract

A new mechanical model of polyvinyl alcohol fiber–reinforced ferrocement cementitious composite (PVA-RFCC) was proposed with excellent integrated mechanical properties, which was reinforced with both PVA fiber and steel wire mesh (SWM). A series of experiments were conducted to study their mechanical properties, and a comparative analysis was also performed to evaluate their flexural toughness. The specimens of the PVA-RFCC thin plates were subjected to 4-point flexural experiments until their ultimate failure. The experimental results showed that the flexural properties of the PVA-RFCC specimens can be markedly improved compared with PVA-ECC (PVA-engineered cementitious composites) specimens. The highest increments in the initial stiffness, cracking strength, displacement ductility coefficient, and toughness of the PVA-RFCC specimens were improved by 62.4%, 174.7%, 251.0%, and 192.5%, respectively. The comparative analysis indicated that the method based on recent Chinese standards was suitable for the flexural toughness evaluation of the PVA-RFCC thin plates. A mechanical model of the PVA-RFCC thin plates was proposed. The PVA fibers had excellent prepeak behavior and the SWM had excellent postpeak behavior in the proposed mechanical model of the PVA-RFCC specimens.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors would like to acknowledge the financial support from Innovative Venture Technology Investment Project of Hunan Province (2018GK5028), National Key R&D Program of the Thirteenth (2017YFC0504505), and Key R&D Program of Hunan Province (2018WK2111).

References

ACI (American Concrete Institute). 2013. Guide to design and construction of externally bonded fabric-reinforced cementitious matrix (FRCM) systems for repair of and strengthening concrete and masonry structures. ACI 549.4R-13. Farmington Hills, MI: ACI.
ACI (American Concrete Institute). 2018. Report on ferrocement. ACI 549-R18. Farmington Hills, MI: ACI.
Ahmed, S. F. U., M. Maalej, and P. Paramasivam. 2007. “Analytical model for tensile strain hardening and multiple cracking behavior of hybrid fiber-engineered cementitious composites.” J. Mater. Civ. Eng. 19 (7): 527–539. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:7(527).
Arif, M., P. Pankaj, and S. K. Kaushik. 1999. “Mechanical behaviour of ferrocement composites: An experimental investigation.” Cem. Concr. Compos. 21 (4): 301–312. https://doi.org/10.1016/S0958-9465(99)00011-6.
ASTM. 2012. Standard test method for flexural performance of fiber-reinforced concrete. ASTM C1609/C1609M. West Conshohocken, PA: ASTM.
Cai, J. M., J. L. Pan, H. Su, and C. Lu. 2018. “Experimental study on the hysteretic behavior of ECC-encased CFST columns.” Eng. Struct. 173 (Oct): 107–121. https://doi.org/10.1016/j.engstruct.2018.06.095.
Cao, M. L., and L. Li. 2018. “New models for predicting workability and toughness of hybrid fiber reinforced cement-based composites.” Constr. Build. Mater. 176 (Jul): 618–628. https://doi.org/10.1016/j.conbuildmat.2018.05.075.
CS (Chinese Standard). 2009. Standard test methods for fiber reinforced concrete. [In Chinese.] CECS 13. Beijing: China Association for Engineering Construction Standardization.
CS (Chinese Standard). 2015. Steel fiber reinforced concrete. [In Chinese.] JG/T 472. Beijing: Ministry of Housing and Urban-Rural Development of the People’s Republic of China.
CS (Chinese Standard). 2019. Standard for test methods of concrete physical and mechanical properties. [In Chinese.] GB/T50081-2019. Beijing: Ministry of Construction of the People’s Republic of China.
El Debs, M. K., and A. E. Naaman. 1995. “Bending behavior of mortar reinforced with steel meshes and polymeric fibers.” Cem. Concr. Compos. 17 (4): 327–338. https://doi.org/10.1016/0958-9465(95)00031-7.
Eskandari, H., and A. Madadi. 2015. “Investigation of ferrocement channels using experimental and finite element analysis.” Eng. Sci. Technol. Int. J. 18 (4): 769–775. https://doi.org/10.1016/j.jestch.2015.05.008.
Gopalaratnam, V. S., and R. Gettu. 1995. “On the characterization of flexural toughness in fiber reinforced concretes.” Cem. Concr. Compos. 17 (3): 239–254. https://doi.org/10.1016/0958-9465(95)99506-O.
Guler, S. 2018. “The effect of polyamide fibers on the strength and toughness properties of structural lightweight aggregate concrete.” Constr. Build. Mater. 173 (Jun): 394–402. https://doi.org/10.1016/j.conbuildmat.2018.03.212.
JSCE (Japan Society of Civil Engineers). 1984. Method of test for flexural strength and flexural toughness of fiber reinforced concrete. SF-4. Tokyo: JSCE.
Kaish, A. B. M. A., M. Jamil, S. N. Raman, M. F. M. Zain, and L. Nahar. 2018. “Ferrocement composites for strengthening of concrete columns: A review.” Constr. Build. Mater. 160 (Jan): 326–340. https://doi.org/10.1016/j.conbuildmat.2017.11.054.
Kim, D. J., A. E. Naaman, and S. El-Tawil. 2008. “Comparative flexural behavior of four fiber reinforced cementitious composites.” Cem. Concr. Compos. 30 (10): 917–928. https://doi.org/10.1016/j.cemconcomp.2008.08.002.
Li, J., C. Q. Wu, H. Hao, and Y. Su. 2017a. “Experimental and numerical study on steel wire mesh reinforced concrete slab under contact explosion.” Mater. Des. 116 (Feb): 77–91. https://doi.org/10.1016/j.matdes.2016.11.098.
Li, J., C. Q. Wu, and Z. X. Liu. 2018. “Comparative evaluation of steel wire mesh, steel fibre and high performance polyethylene fibre reinforced concrete slabs in blast tests.” Thin Walled Struct. 126 (May): 117–126. https://doi.org/10.1016/j.tws.2017.05.023.
Li, J. J., C. J. Wan, J. G. Niu, L. F. Wu, and Y. C. Wu. 2017b. “Investigation on flexural toughness evaluation method of steel fiber reinforced lightweight aggregate concrete.” Constr. Build. Mater. 131 (Jan): 449–458. https://doi.org/10.1016/j.conbuildmat.2016.11.101.
Mansur, M. A., M. Maalej, and M. Ismail. 2008. “Study on corrosion durability of ferrocement.” ACI Mater. J. 105 (1): 28–34. https://doi.org/10.3846/isarc.20080626.864.
Qian, S. Z., V. C. Li, H. Zhang, and G. A. Keoleian. 2013. “Life cycle analysis of pavement overlays made with engineered cementitious composites.” Cem. Concr. Compos. 35 (1): 78–88. https://doi.org/10.1016/j.cemconcomp.2012.08.012.
Said, S. H., H. A. Razak, and I. Othman. 2015. “Flexural behavior of engineered cementitious composite (ECC) slabs with polyvinyl alcohol fibers.” Constr. Build. Mater. 75 (Jan): 176–188. https://doi.org/10.1016/j.conbuildmat.2014.10.036.
Shannag, M. J. 2008. “Bending behavior of ferrocement plates in sodium and magnesium sulfates solutions.” Cem. Concr. Compos. 30 (7): 597–602. https://doi.org/10.1016/j.cemconcomp.2008.03.003.
Shannag, M. J., and T. B. Ziyyad. 2007. “Flexural response of ferrocement with fibrous cementitious matrices.” Constr. Build. Mater. 21 (6): 1198–1205. https://doi.org/10.1016/j.conbuildmat.2006.06.021.
Sukontasukkul, P., P. Pongsopha, P. Chindaprasirt, and S. Songpiriyakij. 2018. “Flexural performance and toughness of hybrid steel and polypropylene fibre reinforced geopolymer.” Constr. Build. Mater. 161 (Feb): 37–44. https://doi.org/10.1016/j.conbuildmat.2017.11.122.
Yang, X., W. Y. Gao, J. G. Dai, Z. D. Lu, and K. Q. Yu. 2018. “Flexural strengthening of RC beams with CFRP grid-reinforced ECC matrix.” Compos. Struct. 189 (Apr): 9–26. https://doi.org/10.1016/j.compstruct.2018.01.048.
Yap, S. P., C. H. Bu, U. J. Alengaram, K. H. Mo, and M. Z. Jumaat. 2014. “Flexural toughness characteristics of steel–polypropylene hybrid fibre-reinforced oil palm shell concrete.” Mater. Des. 57 (May): 652–659. https://doi.org/10.1016/j.matdes.2014.01.004.
Zheng, Y. Z., W. W. Wang, and J. C. Brigham. 2016. “Flexural behaviour of reinforced concrete beams strengthened with a composite reinforcement layer: BFRP grid and ECC.” Constr. Build. Mater. 115 (Jul): 424–437. https://doi.org/10.1016/j.conbuildmat.2016.04.038.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 4April 2021

History

Received: Jul 16, 2019
Accepted: Jul 20, 2020
Published online: Jan 28, 2021
Published in print: Apr 1, 2021
Discussion open until: Jun 28, 2021

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Ph.D. Candidate, Key Laboratory of Concrete and Pre-Stressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Professor, Key Laboratory of Concrete and Pre-Stressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China; Professor, College of Civil Engineering and Mechanics, Xiangtan Univ., Xiangtan 411105, China (corresponding author). ORCID: https://orcid.org/0000-0003-2226-1618. Email: [email protected]
Master’s Candidate, Key Laboratory of Concrete and Pre-Stressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Engineer, Jiangsu Eastern Expressway Management Co. Ltd., Toll Station of South Ring Rd. Development Zone, Yancheng Development Zone, Jiangsu Province, Lianyungang 222000, China. Email: [email protected]
Honglei Zhang [email protected]
Engineer, Jiangsu Huatong Engineering Testing Co., Ltd., Zhongshan Rd., Jiangsu Province, Nanjing 210000, China. Email: [email protected]
Weiwei Yuan [email protected]
Engineer, Jiangsu Huatong Engineering Testing Co., Ltd., Zhongshan Rd., Jiangsu Province, Nanjing 210000, China. Email: [email protected]

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