dc.contributor.author |
Singh, Shamsher Bahadur |
|
dc.date.accessioned |
2021-12-07T04:48:42Z |
|
dc.date.available |
2021-12-07T04:48:42Z |
|
dc.date.issued |
2012 |
|
dc.identifier.uri |
https://www.icevirtuallibrary.com/doi/full/10.1680/coma.11.00017 |
|
dc.identifier.uri |
http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3854 |
|
dc.description.abstract |
Results of an experimental study on flexural behaviour of steel-reinforced portal frames made of ductile fibre-reinforced cementitious composite and concrete under static transverse bending are reported in this paper. A total of six half-scale frames were cast and tested. It was observed that the frames partially or fully made of ductile fibre-reinforced cementitious composite have about 21–37% higher load-carrying capacity than ordinary concrete frames. Moreover, frames completely made of ductile fibre-reinforced cementitious composite are shown to have 1·5–2 times more ductility than the control frame. The failure modes of ductile fibre-reinforced cementitious composite frames were very ductile with multiple microcracks and the general pattern was flexural tension. In addition to the frame specimens, ductile fibre-reinforced cementitious composite tensile coupons, compressive cylinders and concrete cubes were also cast and evaluated. |
en_US |
dc.language.iso |
en |
en_US |
dc.publisher |
ICE Publishing |
en_US |
dc.subject |
Civil Engineering |
en_US |
dc.subject |
Buildings |
en_US |
dc.subject |
Concrete structures |
en_US |
dc.subject |
Rehabilitation |
en_US |
dc.title |
Performance of NSM-FRP RC beams in flexure and shear using locally developed CFRP rebars |
en_US |
dc.type |
Article |
en_US |