Browse > Article
http://dx.doi.org/10.14190/JRCR.2022.10.2.152

Properties of Cement Composite Using Selvedge of High Performance Fabric  

Choi, Jeong-Il (Biohousing Research Center, Chonnam National University)
Park, Se-Eon (Department of Architecture and Civil Engineering, Chonnam National University)
Kim, Yun Yong (Department of Civil Engineering, Chungnam National University)
Kim, YoungMin (Renew & New Co. Ltd)
Lee, Bang Yeon (School of Architecture, Chonnam National University)
Publication Information
Journal of the Korean Recycled Construction Resources Institute / v.10, no.2, 2022 , pp. 152-158 More about this Journal
Abstract
The purpose of this study is to investigate experimentally the compressive strength and tensile behavior of cement composites reinforced by selvedge short fiber from high performance fabric. Four types of mixtures according to the types of selvedge short fibers were prepared and compressive strength and tension tests were performed. Test results showed that the compressive strength values of composites investigated in this study ranged from 64 MPa to 66 MPa and all composites showed strain-hardening behavior. The tensile strain capacity values of composites ranged from 2.6 % to 2.8 % and multiple cracking behavior was observed in all composites.
Keywords
High ductility; Composite; Fiber;
Citations & Related Records
연도 인용수 순위
  • Reference
1 Yu, J., Yao, J., Lin, X., Li, H., Lam, J.Y., Leung, C.K.Y., Sham, I.M.L., Shih, K. (2018). Tensile performance of sustainable Strain-Hardening Cementitious Composites with hybrid PVA and recycled PET fibers, Cement and Concrete Research, 107, 110-123.   DOI
2 Van Damme, H. (2018). Concrete material science: past, present, and future innovations, Cement and Concrete Research, 112, 5-24.   DOI
3 Zhong, H., Zhang, M. (2021). Effect of recycled tyre polymer fibre on engineering properties of sustainable strain hardening geopolymer composites, Cement and Concrete Composites, 122, 104167.   DOI
4 Choi, W.C., Yun, H.D., Kang, J.W., Kim, S.W. (2012). Development of recycled strain-hardening cement-based composite(SHCC) for sustainable infrastructures, Composites Part B: Engineering, 43(2), 627-635.   DOI
5 Felekoglu, B., Tosun-Felekoglu, K., Ranade, R., Zhang, Q., Li, V.C. (2014). Influence of matrix flowability, fiber mixing procedure, and curing conditions on the mechanical performance of HTPP-ECC, Composites Part B: Engineering, 60, 359-370.   DOI
6 Fukuyama, H., Suwada, H. (2003). Experimental response of HPFRCC dampers for structural control, Journal of Advanced Concrete Technology, 1(3), 317-326.   DOI
7 Kanda, T., Nagai, S., Maruta, M., Yamamoto, Y. (2011). New high-rise R/C structure using ECC coupling beams, In 2nd International RILEM Conference on Strain Hardening Cementitious Composites (SHCC2-Rio), 289-296.
8 Maalej, M., Li, V.C. (1994). Flexural/tensile-strength ratio in engineered cementitious composites, Journal of Materials in Civil Engineering, 6(4), 513-528.   DOI
9 Li, V.C. (2019). Engineered Cementitious Composites(ECC): Bendable Concrete for Sustainable and Resilient infrastructure, Springer.
10 Li, V.C., Wang, S., Wu, C. (2001). Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC). Materials Journal, 98(6), 483-492.
11 Kunieda, M., Rokugo, K. (2006). Recent progress on HPFRCC in Japan required performance and applications, Journal of Advanced Concrete Technology, 4(1), 19-33.   DOI
12 Rokugo, K., Kanda, T., Yokota, H., Sakata, N. (2009). Applications and recommendations of high performance fiber reinforced cement composites with multiple fine cracking(HPFRCC) in Japan, Materials and Structures, 42(9), 1197-1208.   DOI