Development of impact resistant high-strength strain-hardening cementitious composites (HS-SHCC) superior to reactive powder concrete (RPC) under flexure
- Authors
- Kim, Min-Jae; Choi, Hong-Joon; Shin, Wonsik; Oh, Taekgeun; Yoo, Doo Yeol
- Issue Date
- Dec-2021
- Publisher
- Elsevier Ltd
- Keywords
- Energy absorption capacity; High-strength strain-hardening cementitious composites; Impact resistance; Rate sensitivity; Reactive powder concrete
- Citation
- Journal of Building Engineering, v.44, pp.1 - 10
- Indexed
- SCIE
SCOPUS
- Journal Title
- Journal of Building Engineering
- Volume
- 44
- Start Page
- 1
- End Page
- 10
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/140283
- DOI
- 10.1016/j.jobe.2021.102652
- ISSN
- 2352-7102
- Abstract
- The drop-weight impact behavior of the ductility enhanced high-strength strain-hardening cementitious composites (dHS-SHCC) is compared to that of conventional reactive powder concrete (RPC) to validate its super-impact resistance. All materials have an identical fiber volume fraction of 2%. The compressive strengths of RPC and dHS-SHCC are approximately 210 and 115 MPa, respectively. RPC has the highest ultimate tensile strength of 17.9 MPa, while the developed dHS-SHCC has the highest tensile strain capacity and energy absorption capacity up to the peak (g-value) of 5.9% and 526.0 kJ/m3, respectively. It also absorbs 3.2 times higher energy up to the peak under flexure (toughness) as compared to that of RPC. The RPC beams completely fail upon impact of a drop hammer with a potential energy of 490 J. However, the dHS-SHCC beams are only partially damaged along with multiple microcrack formations and rebounds. Moreover, it produces at least four times the microcracks and is more sensitive to the strain-rate than those of RPC. Consequently, it can be determined that using developed dHS-SHCC is effective in resisting impact loads as compared to RPC. © 2021 Elsevier Ltd
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