Please use this identifier to cite or link to this item:
|Title:||Bond stress distribution along CFRP strengthened RC beam||Authors:||Trombeva Gavriloska, Ana
|Keywords:||bond stress distribution, CFRP||Issue Date:||Sep-2018||Publisher:||Drustvo gradjevinskih konstruktera Srbija||Abstract:||A large number of existing RC structures exhibit non adequate performance in terms of diminished bearing capacity and there is a need of post strengthening during their service life. The aim of the presented work was to numerically assess the influence of the presence of discontinuous zone upon overall response of the CFRP strengthened RC beam.||URI:||http://hdl.handle.net/20.500.12188/2544|
|Appears in Collections:||Faculty of Civil Engineering: Conference papers|
Show full item record
checked on Apr 6, 2020
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.