Design of fibre reinforced polymer (FRP) strengthened beam for flexure

dc.contributor.authorGamage, JCPH
dc.date.accessioned2016-05-11T08:14:06Z
dc.date.available2016-05-11T08:14:06Z
dc.date.issued2016-05-11
dc.description.abstractNowadays, upgrading civil engineering structures is a very important issue, particularly for concrete bridges and buildings. For concrete bridges, increase in traffic load and deterioration caused by environmental factors are the two main reasons for a decrease in safety. FRP strengthening technique is widely gaining appeal in civil engineering infrastructures due to its superior properties and ease of construction and strengthening. However, the application of this technique is very limited in Sri Lanka. This is mainly due to lack of knowledge about FRP applications, selection of materials and also design procedures. The paper presents the background and detailed design procedures for FRP strengthened beam subjected to flexure.en_US
dc.identifier.issn1800-4636en_US
dc.identifier.issue1en_US
dc.identifier.journalMODULUS - Society of Structural Engineers - SriLankaen_US
dc.identifier.pgnospp. 5 - 7en_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/11738
dc.identifier.volume20en_US
dc.identifier.year2010en_US
dc.language.isoenen_US
dc.titleDesign of fibre reinforced polymer (FRP) strengthened beam for flexureen_US
dc.typeArticle-Abstracten_US

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