dc.contributor.author |
Baskaran, K |
|
dc.contributor.author |
Mallikarachchi, HE |
|
dc.contributor.author |
Jayasekara, MJPLM |
|
dc.contributor.author |
Madushanka, GAT |
|
dc.contributor.editor |
Nawagamuwa, U |
|
dc.contributor.editor |
De SIlva, LIN |
|
dc.date.accessioned |
2022-05-26T04:35:27Z |
|
dc.date.available |
2022-05-26T04:35:27Z |
|
dc.date.issued |
2012-12 |
|
dc.identifier.citation |
Baskaran, K., Mallikarachchi, H.E., Jayasekara, M.J.P.L.M., & Madushanka, G.A.T. (2012). Study on palmyrah as a reinforcement material. In U. Nawagamuwa & N. de Silva (Eds.), Proceedings of the Civil Engineering Research for Industry Symposium 2012 (pp. 6-12). Department of Civil Engineering, University of Moratuwa. |
en_US |
dc.identifier.uri |
http://dl.lib.uom.lk/handle/123/17923 |
|
dc.description.abstract |
Most developing countries Abstract: are confronted with acute housing shortage due to their
over dependence on expensive, imported building materials. So there is an intense search for
innovation of locally available, nature friendly materials.Palmyrah is widely spread all over North
East region in Sri Lanka and has found use in many structural applications. This research explores the
feasibility of using Palmyrah strips as an alternative for reinforcing steel in short span, lightly loaded
slabs and beams.Structure of this research consisted of literature survey, testing mechanical properties
of Palmyrah, basic design, construction and testing of Palmyrah reinforced concrete slabs and beams,
analysing of results and recommendation.Static bending test, tensile test and compression test were
conducted to identify characteristic strength and stiffness properties along with density and moisture
content. Water absorption with time was also studied. Slabs and beams with varying reinforcement
percentages were constructed and tested.Failure loads, crack loads, mode of failure and crack patterns
of test slabs and beams were observed. Flexural capacity of concrete slabs and beams reinforced with
Palmyrah strips was evaluated.lt was observed that Palmyrah reinforcement enhanced the failure load
of the slab by 107% and failure load of beam by 370%. Experimental failure load of slab and beam
averaged 140% and 164% of theoretically predicted value respectively. Both beams and slab had
flexural failure by fracture of Palmyrah strips and their failure loads increased with increase of
Palmyrah reinforcement.Thus it is concluded that Palmyrah strips has potential to be used as
reinforcement in lightly loaded slabs and beams. |
en_US |
dc.language.iso |
en |
en_US |
dc.publisher |
Department of Civil Engineering, University of Moratuwa |
en_US |
dc.subject |
Palmyrah |
en_US |
dc.subject |
Alternative reinforcement |
en_US |
dc.subject |
Flexural failure |
en_US |
dc.subject |
Characteristic strength |
en_US |
dc.title |
Study on palmyrah as a reinforcement material |
en_US |
dc.type |
Conference-Full-text |
en_US |
dc.identifier.faculty |
Engineering |
en_US |
dc.identifier.department |
Department of Civil Engineering |
en_US |
dc.identifier.year |
2012 |
en_US |
dc.identifier.conference |
Civil Engineering Research for Industry Symposium 2012 |
en_US |
dc.identifier.place |
Katubedda |
en_US |
dc.identifier.pgnos |
pp. 6-12 |
en_US |
dc.identifier.proceeding |
Proceedings of the Civil Engineering Research for Industry Symposium 2012 |
en_US |
dc.identifier.email |
baskaran@uom.lk |
en_US |
dc.identifier.email |
mhansini@rocketmaiI.com |
en_US |
dc.identifier.email |
Lasita.jayasekara@yahoo.com |
en_US |
dc.identifier.email |
thilinagurusinghe@yahoo.com |
en_US |