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Book Chapter: Sustainable PVA Fiber-Reinforced Strain-Hardening Cementitious Composites (SHCC) with Ultrahigh-Volume Limestone Calcined Clay
Title | Sustainable PVA Fiber-Reinforced Strain-Hardening Cementitious Composites (SHCC) with Ultrahigh-Volume Limestone Calcined Clay |
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Authors | |
Keywords | Crack pattern Engineered cementitious composite Fiber-reinforced concrete Limestone calcined clay Polyvinyl alcohol fiber Supplementary cementitious material Tensile performance |
Issue Date | 2020 |
Citation | RILEM Bookseries, 2020, v. 25, p. 503-511 How to Cite? |
Abstract | Strain-hardening cementitious composites (SHCC) exhibiting tensile strain-hardening and multiple-cracking behaviors are attractive for many construction applications. Compared to conventional concrete, typical SHCC are cost-, energy- and carbon-intensive. Specifically, the cement content of typical SHCC mixtures can be as high as 600–1200 kg/m3. To reduce the material cost and improve the sustainability of SHCC, one possible approach is to replace cement with supplementary cementitious materials (SCM). It has been shown in the literature that the limestone calcined clay (LC2) system is a promising source of SCM for conventional concrete. This paper presents an attempt to use ultrahigh-volume LC2 (80% by weight of binder) to produce polyvinyl alcohol (PVA) fiber-reinforced SHCC with adequate compressive strength and excellent tensile performance. This version of sustainable SHCC is applicable for many practical applications, and the substitution of high percentages of cement with LC2 can reduce the environmental impact significantly. |
Persistent Identifier | http://hdl.handle.net/10722/334677 |
ISSN | 2023 SCImago Journal Rankings: 0.228 |
DC Field | Value | Language |
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dc.contributor.author | Yu, Jing | - |
dc.contributor.author | Leung, Christopher K.Y. | - |
dc.date.accessioned | 2023-10-20T06:49:51Z | - |
dc.date.available | 2023-10-20T06:49:51Z | - |
dc.date.issued | 2020 | - |
dc.identifier.citation | RILEM Bookseries, 2020, v. 25, p. 503-511 | - |
dc.identifier.issn | 2211-0844 | - |
dc.identifier.uri | http://hdl.handle.net/10722/334677 | - |
dc.description.abstract | Strain-hardening cementitious composites (SHCC) exhibiting tensile strain-hardening and multiple-cracking behaviors are attractive for many construction applications. Compared to conventional concrete, typical SHCC are cost-, energy- and carbon-intensive. Specifically, the cement content of typical SHCC mixtures can be as high as 600–1200 kg/m3. To reduce the material cost and improve the sustainability of SHCC, one possible approach is to replace cement with supplementary cementitious materials (SCM). It has been shown in the literature that the limestone calcined clay (LC2) system is a promising source of SCM for conventional concrete. This paper presents an attempt to use ultrahigh-volume LC2 (80% by weight of binder) to produce polyvinyl alcohol (PVA) fiber-reinforced SHCC with adequate compressive strength and excellent tensile performance. This version of sustainable SHCC is applicable for many practical applications, and the substitution of high percentages of cement with LC2 can reduce the environmental impact significantly. | - |
dc.language | eng | - |
dc.relation.ispartof | RILEM Bookseries | - |
dc.subject | Crack pattern | - |
dc.subject | Engineered cementitious composite | - |
dc.subject | Fiber-reinforced concrete | - |
dc.subject | Limestone calcined clay | - |
dc.subject | Polyvinyl alcohol fiber | - |
dc.subject | Supplementary cementitious material | - |
dc.subject | Tensile performance | - |
dc.title | Sustainable PVA Fiber-Reinforced Strain-Hardening Cementitious Composites (SHCC) with Ultrahigh-Volume Limestone Calcined Clay | - |
dc.type | Book_Chapter | - |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1007/978-981-15-2806-4_57 | - |
dc.identifier.scopus | eid_2-s2.0-85089733457 | - |
dc.identifier.volume | 25 | - |
dc.identifier.spage | 503 | - |
dc.identifier.epage | 511 | - |
dc.identifier.eissn | 2211-0852 | - |