Please use this identifier to cite or link to this item:
https://scholarbank.nus.edu.sg/handle/10635/65614
DC Field | Value | |
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dc.title | FLEXURAL BEHAVIOUR OF LIGHTWEIGHT FERROCEMENT SLABS. | |
dc.contributor.author | Paramasivam, P. | |
dc.contributor.author | Mansur, M.A. | |
dc.contributor.author | Ong, K.C. | |
dc.date.accessioned | 2014-06-17T08:18:43Z | |
dc.date.available | 2014-06-17T08:18:43Z | |
dc.date.issued | 1985-01 | |
dc.identifier.citation | Paramasivam, 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.issn | 01251759 | |
dc.identifier.uri | http://scholarbank.nus.edu.sg/handle/10635/65614 | |
dc.description.abstract | Flexural 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.source | Scopus | |
dc.type | Article | |
dc.contributor.department | CIVIL ENGINEERING | |
dc.description.sourcetitle | Journal of Ferrocement | |
dc.description.volume | 15 | |
dc.description.issue | 1 | |
dc.description.page | 25-33 | |
dc.description.coden | JOFED | |
dc.identifier.isiut | NOT_IN_WOS | |
Appears in Collections: | Staff Publications |
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