File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Book Chapter: Sustainable PVA Fiber-Reinforced Strain-Hardening Cementitious Composites (SHCC) with Ultrahigh-Volume Limestone Calcined Clay

TitleSustainable PVA Fiber-Reinforced Strain-Hardening Cementitious Composites (SHCC) with Ultrahigh-Volume Limestone Calcined Clay
Authors
KeywordsCrack pattern
Engineered cementitious composite
Fiber-reinforced concrete
Limestone calcined clay
Polyvinyl alcohol fiber
Supplementary cementitious material
Tensile performance
Issue Date2020
Citation
RILEM Bookseries, 2020, v. 25, p. 503-511 How to Cite?
AbstractStrain-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 Identifierhttp://hdl.handle.net/10722/334677
ISSN
2023 SCImago Journal Rankings: 0.228

 

DC FieldValueLanguage
dc.contributor.authorYu, Jing-
dc.contributor.authorLeung, Christopher K.Y.-
dc.date.accessioned2023-10-20T06:49:51Z-
dc.date.available2023-10-20T06:49:51Z-
dc.date.issued2020-
dc.identifier.citationRILEM Bookseries, 2020, v. 25, p. 503-511-
dc.identifier.issn2211-0844-
dc.identifier.urihttp://hdl.handle.net/10722/334677-
dc.description.abstractStrain-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.languageeng-
dc.relation.ispartofRILEM Bookseries-
dc.subjectCrack pattern-
dc.subjectEngineered cementitious composite-
dc.subjectFiber-reinforced concrete-
dc.subjectLimestone calcined clay-
dc.subjectPolyvinyl alcohol fiber-
dc.subjectSupplementary cementitious material-
dc.subjectTensile performance-
dc.titleSustainable PVA Fiber-Reinforced Strain-Hardening Cementitious Composites (SHCC) with Ultrahigh-Volume Limestone Calcined Clay-
dc.typeBook_Chapter-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1007/978-981-15-2806-4_57-
dc.identifier.scopuseid_2-s2.0-85089733457-
dc.identifier.volume25-
dc.identifier.spage503-
dc.identifier.epage511-
dc.identifier.eissn2211-0852-

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats