1. Dspace@NITW
  2. Journal Papers
  3. Civil Engineering
Please use this identifier to cite or link to this item: http://localhost:8080/xmlui/handle/123456789/257
Full metadata record
DC FieldValueLanguage
dc.contributor.authorGunneswara Rao, T.D-
dc.contributor.authorSeshu, D. R.-
dc.contributor.authorWarnitchai, P.-
dc.date.accessioned2021-11-10T10:27:26Z-
dc.date.available2021-11-10T10:27:26Z-
dc.date.issued2010-03-
dc.identifier.citationCivil Engineering Dimension V.12(1), p 44-51en_US
dc.identifier.uriDOI:10.9744/ced.12.1.44-51-
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/257-
dc.description.abstractThe improvement in torsional properties of reinforced concrete (RC) is becoming extremely important in the modern day constructions. Over the years the steel fiber reinforced concrete (SFRC) is being used for improving cracking characteristics of RC. The present paper deals with the behaviour of over reinforced SFRC members subjected to pure torsional loading. Torsion tests on the 15 reinforced steel fiber reinforced concrete beams revealed that, fiber has noticeable effect on the cracking torque and very little effect on the ultimate torsional strength of the member. However fiber inclusion could improve the torsional toughness of the member.en_US
dc.language.isoenen_US
dc.publisherCivil Engineering Dimensionen_US
dc.subjectTorsional strengthen_US
dc.subjectsteel fibersen_US
dc.subjecttoughnessen_US
dc.subjectcracking torqueen_US
dc.subjectover reinforced membersen_US
dc.titleEffect of Steel Fibers on the Behavior of Over-Reinforced Beams Subjected to Pure Torsionen_US
dc.typeArticleen_US
Appears in Collections:Civil Engineering

Files in This Item:
File Description SizeFormat 
RS_266-273.pdfEffect of Steel Fibers on the Behavior of Over-Reinforced Beams Subjected to Pure Torsion1.75 MBAdobe PDFView/Open
Show simple item record


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