Technical Papers
Feb 26, 2019

Development and Mechanical Performance of Fire-Resistive Engineered Cementitious Composites

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 5

Abstract

A special material, fire-resistive engineered cementitious composite (FR-ECC), is introduced as a new kind of fire insulation. This paper presents the production process of FR-ECC, including the mix proportions, mixing, and curing. Chopped Chinese polyvinyl alcohol (PVA) fiber without surface treatment was used as reinforcement for the FR-ECC, greatly reducing the cost. A series of experimental studies were carried out on the physical and mechanical properties of the FR-ECCs with three different fiber volume fractions. The test results indicated that all the tested FR-ECCs exhibited multicracking and strain hardening under tension. The strain to the 80% peak tensile strength reached 1.96%, 2.82%, and 2.88%, and the strain to the 80% peak compressive strength reached 8.53%, 10.87%, and 12.08%. The mechanism by which the untreated PVA fiber with comparatively low strength was able to produce ECC is discussed based on the results of matrix toughness, chemical debonding energy, frictional bond strength, and fiber bridging complementary energy. Additionally, the test results indicated that FR-ECC possesses the characteristics of normal fire-resistive materials, i.e., light weight (dry density of 566  kg/m3) and excellent thermal insulation. Owing to its superior mechanical property, FR-ECC holds promise as a solution to the sustainability of fireproofing material at an acceptable cost.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The researchers acknowledge projects supported by the National Natural Science Foundation of China: “Study on the Toughness Mechanism of a Nacre-Inspired Biomimetic Structure to Be Used in Three-Dimensional Building Printing” (51778461), “Research on the Fire Resistance of Steel Members under the Protection of Light and Ultratough Cementitious Material” (51478362) and “Seismic Performances of Fujian Tulou” (51878302). This study was supported (2016-KF08) by Shanghai Key Laboratory of Engineering Structure Safety (SRIBS), Shanghai, China.

References

ACI (American Concrete Institute). 1994. Mass concrete, ACI manual of concrete practice, part 1. ACI 207. Detroit: ACI.
ASTM. 2012. Standard test method for linear-elastic plane-strain fracture toughness KIC of metallic materials. ASTM E399. West Conshohocken, PA: ASTM.
ASTM. 2013. Standard test method for thermal diffusivity by the flash method. ASTM E1461. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50-mm] cube specimens). ASTM C109/C109M. West Conshohocken, PA: ASTM.
Braxtan, N. L., and S. P. Pessiki. 2011. “Postearthquake fire performance of sprayed fireresistive material on steel moment frames.” J. Struct. Eng. 137 (9): 946–953. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000441.
Ding, Y., J. T. Yu, and K. Q. Yu. 2018a. “Basic mechanical properties of ultra-high ductility cementitious composites: From 40 MPa to 120 MPa.” Compos. Struct. 185 (1): 634–645. https://doi.org/10.1016/j.compstruct.2017.11.034.
Ding, Y., J. T. Yu, and K. Q. Yu, and S. L. Xu. 2018b. “Structural behaviors of ultra-high performance engineered cementitious composites (UHP-ECC) beams subjected to bending-experimental study.” Constr. Build. Mater. 177 (5): 102–115. https://doi.org/10.1016/j.conbuildmat.2018.05.122.
Huang, X., R. Ranade, Q. Zhang, W. Ni, and V. C. Li. 2013. “Mechanical and thermal properties of green lightweight engineered cementitious composites.” Constr. Build. Mater. 48 (7): 954–960. https://doi.org/10.1016/j.conbuildmat.2013.07.104.
ICC-ES (International Code Council-Evaluation Service). 2011. Acceptance criteria for spray-applied and intumescent mastic coating fire-protection materials. AC23. Brea, CA: ICC-ES.
Kanda, T., and V. C. Li. 1998a. “Interface property and apparent strength of a high strength hydrophilic fiber in cement matrix.” J. Mater. Civ. Eng. 10 (1): 5–13. https://doi.org/10.1061/(ASCE)0899-1561(1998)10:1(5).
Kanda, T., and V. C. Li. 1998b. “Multiple cracking sequence and saturation in fiber reinforced cementitious composites.” Concr. Res. Technol. 9 (2): 19–33. https://doi.org/10.3151/crt1990.9.2_19.
Kanda, T., and V. C. Li. 1999. “New micromechanics design theory for pseudo strain hardening cementitious composite.” J. Eng. Mech. 125 (4): 373–381. https://doi.org/10.1061/(ASCE)0733-9399(1999)125:4(373).
Li, V. C. 1998. “Engineered cementitious composites (ECC)-tailored composites through micromechanical modeling.” In Proc., Fiber Reinforced Concrete: Present and the Future, 64–97. Montreal: Canadian Society for Civil Engineering.
Li, V. C. 2003. “On engineered cementitious composites (ECC): A review of the material and its applications.” In Proc., China Concrete and Cement Products Association Summit Forum on Fiber Concrete Engineering Materials, 215–230. Beijing: China Concrete and Cement Products Association.
Li, V. C. 2012. “Erratum to: Tailoring ECC for special attributes: A review.” Int. J. Concr. Struct. Mater. 6 (3): 135–144. https://doi.org/10.1007/s40069-012-0018-8.
Li, V. C., C. Wu, S. Wang, A. Ogawa, and T. Saito. 2002. “Interface tailoring for strain-hardening polyvinyl alcohol-engineered cementitious composites (PVA-ECC).” ACI Mater. J. 99 (5): 463–472. https://doi.org/10.14359/12325.
Liang, S. Y., N. M. Neisius, and S. Gaan. 2013. “Recent developments in flame retardant polymeric coatings.” Prog. Org. Coat. 76 (11): 1642–1665. https://doi.org/10.1016/j.porgcoat.2013.07.014.
Lin, Z., T. Kanda, and V. C. Li. 1999. “On interface property characterization and performance of fiber reinforced cementitious composites.” Concr. Sci. Eng. 1 (1): 173–184.
Lu, C., and C. K. Y. Leung. 2017. “Theoretical evaluation of fiber orientation and its effects on mechanical properties in engineered cementitious composites (ECC) with various thicknesses.” Cem. Concre. Res. 95 (5): 240–246. https://doi.org/10.1016/j.cemconres.2017.02.024.
NASA (National Aeronautics and Space Administration). 2011. Spray-applied fireproofing. UFGS-07 81 00. Washington, DC: NASA.
NIST. 2004. Fire protection of structural steel in high-rise buildings. NIST GCR 04-872. Gaithersburg, MD: NIST.
NIST. 2005. Federal building and fire safety investigation of the World Trade Center disaster: Passive fire protection. NIST NCSTAR 1-6A. Gaithersburg, MD: NIST.
Redon, C., V. C. Li, C. Wu, H. Hoshiro, T. Saito, and A. Ogawa. 2001. “Measuring and modifying interface properties of PVA fibers in ECC matrix.” J. Mater. Civ. Eng. 13 (6): 399–406. https://doi.org/10.1061/(ASCE)0899-1561(2001)13:6(399).
Ryder, N. L., S. D. Wolin, and J. A. Milke. 2002. “An investigation of the reduction in fire resistance of steel columns caused by loss of spray-applied fire protection.” J. Fire Prot. Eng. 12 (1): 31–44. https://doi.org/10.1177/1042391502012001865.
Wang, S., and V. C. Li. 2007. “Engineered cementitious composites with high-volume fly ash.” ACI Mater. J. 104 (3): 233–241. https://doi.org/10.14359/18668.
Wei, L. Z., Y. C. Wang, and J. T. Yu. 2018. “Feasibility study of strain hardening magnesium oxychloride cement-based composites.” Constr. Build. Mater. 165 (1): 750–760. https://doi.org/10.1016/j.conbuildmat.2018.01.041.
Xu, S., and H. W. Reinhardt. 1999. “Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part II: Analytical evaluating and practical measuring methods for three-point bending notched beams.” Int. J. Fracture 98 (2): 151–177. https://doi.org/10.1023/A:1018740728458.
Yu, J., J. Lin, Z. Zhang, and V. C. Li. 2015. “Mechanical performance of ECC with high-volume fly ash after sub-elevated temperatures.” Constr. Build. Mater. 99 (9): 82–89. https://doi.org/10.1016/j.conbuildmat.2015.09.002.
Yu, J., J. Yao, and X. Lin. 2018a. “Tensile performance of sustainable strain-hardening cementitious composites with hybrid PVA and recycled PET fibers.” Cem. Concr. Res. 107 (5): 110–123. https://doi.org/10.1016/j.cemconres.2018.02.013.
Yu, K. Q., J. G. Dai, Z. D. Lu, and K. Y. L. Christopher. 2014. “Mechanical properties of engineered cementitious composites subjected to elevated temperatures.” J. Mater. Civ. Eng. 27 (10): 04014268. https://doi.org/10.1061/(asce)mt.1943-5533.0001241.
Yu, K. Q., L. Z. Li, and J. T. Yu. 2018b. “Feasibility of using ultra-high ductility cementitious composites for concrete structures without steel rebar.” Eng. Struct. 170 (5): 11–20. https://doi.org/10.1016/j.engstruct.2018.05.037.
Yu, K. Q., L. Z. Li, and J. T. Yu. 2018c. “Direct tensile properties of engineered cementitious composites: A review.” Constr. Build. Mater. 165 (12): 346–362. https://doi.org/10.1016/j.conbuildmat.2017.12.124.
Yu, K. Q., Y. C. Wang, J. T. Yu, and S. L. Xu. 2017a. “A strain-hardening cementitious composites with the tensile capacity up to 8%.” Constr. Build. Mater. 137 (1): 410–419. https://doi.org/10.1016/j.conbuildmat.2017.01.060.
Yu, K. Q., J. T. Yu, and J. G. Dai. 2018d. “Development of ultra-high performance engineered cementitious composites using polyethylene (PE) fibers.” Constr. Build. Mater. 158 (1): 217–227. https://doi.org/10.1016/j.conbuildmat.2017.10.040.
Yu, K. Q., J. T. Yu, and Z. D. Lu. 2017b. “Mechanical characteristics of ultra high performance strain hardening cementitious composites.” In Proc., Int. Conf. on Strain-Hardening Cement-Based Composites, 230–237. Dresden, Germany: Technische Universität Dresden.
Zhan, K. L., J. T. Yu, Y. C. Wang, and K. Q. Yu. 2017. “Development of cementitious composites with tensile strain capacity up to 10%.” In Proc., Int. Conf. on Strain-Hardening Cement-Based Composites, 147–153. Dresden, Germany: Technische Universität Dresden.
Zhang, Q., and V. C. Li. 2014. “Adhesive bonding of fire-resistive engineered cementitious composites (ECC) to steel.” Constr. Build. Mater. 64 (4): 431–439. https://doi.org/10.1016/j.conbuildmat.2014.04.059.
Zhang, Q., and V. C. Li. 2015. “Development of durable spray-applied fire-resistive Engineered Cementitious Composites (SFR-ECC).” Cem. Concr. Compos. 60 (3): 10–16. https://doi.org/10.1016/j.cemconcomp.2015.03.012.
Zhang, Q., R. Ranade, and V. C. Li. 2014. “Feasibility study on fire-resistive engineered cementitious composites.” ACI Mater. J. 111 (6): 651–660. https://doi.org/10.14359/51686830.
Zhang, Z. G., and Q. Zhang. 2017. “Self-healing ability of Engineered Cementitious Composites (ECC) under different exposure environments.” Constr. Build. Mater. 156 (8): 142–151. https://doi.org/10.1016/j.conbuildmat.2017.08.166.
Zhang, Z. G., and Q. Zhang. 2018. “Matrix tailoring of Engineered Cementitious Composites (ECC) with non-oil-coated, low tensile strength PVA fiber.” Constr. Build. Mater. 161 (11): 420–431. https://doi.org/10.1016/j.conbuildmat.2017.11.072.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 5May 2019

History

Received: Jan 13, 2018
Accepted: Oct 8, 2018
Published online: Feb 26, 2019
Published in print: May 1, 2019
Discussion open until: Jul 26, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Guo Yang
Master Candidate, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.
Jiangtao Yu
Associate Professor, College of Civil Engineering, Tongji Univ., Shanghai 200092, China.
Associate Professor, College of Civil Engineering, Huaqiao Univ., Xiamen 361021, China (corresponding author). Email: [email protected]

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