Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65614
DC FieldValue
dc.titleFLEXURAL BEHAVIOUR OF LIGHTWEIGHT FERROCEMENT SLABS.
dc.contributor.authorParamasivam, P.
dc.contributor.authorMansur, M.A.
dc.contributor.authorOng, K.C.
dc.date.accessioned2014-06-17T08:18:43Z
dc.date.available2014-06-17T08:18:43Z
dc.date.issued1985-01
dc.identifier.citationParamasivam, P.,Mansur, M.A.,Ong, K.C. (1985-01). FLEXURAL BEHAVIOUR OF LIGHTWEIGHT FERROCEMENT SLABS.. Journal of Ferrocement 15 (1) : 25-33. ScholarBank@NUS Repository.
dc.identifier.issn01251759
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65614
dc.description.abstractFlexural behavior of ferrocement slabs made up of cellular mortar matrix was investigated for possible use as partial or non-load bearing elements in precast building construction. The important variables such as thickness of slab, number of layers of wire mesh and density of mortar are considered to study the cracking behavior ductility and ultimate strength of the slabs. The effect of inclusion of various volume fractions of short steel fibers was also included in the test program. The experimental results are presented and discussed in this paper, and are compared with the predictions of conventional reinforced concrete theory.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of Ferrocement
dc.description.volume15
dc.description.issue1
dc.description.page25-33
dc.description.codenJOFED
dc.identifier.isiutNOT_IN_WOS
Appears in Collections:Staff Publications

Show simple item record
Files in This Item:
There are no files associated with this item.

Page view(s)

189
checked on Nov 24, 2022

Google ScholarTM

Check


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.