Logo

Analysis of RC Beams with Shallow-angle Bent-up Bars Using Strut-Tie Models

Teo, Wee (2011) Analysis of RC Beams with Shallow-angle Bent-up Bars Using Strut-Tie Models. In: IABSE-IASS Symposium London 2011, 20-23 Sept 2011, London.

[img] Microsoft Word (IABSE-IASS Symposium London 2011) - Published Version
Restricted to Registered users only

5Mb

Abstract

Recently there has been a renewed research interest to study the optimum design approach in reinforced concrete. The primary intention of the research is to re-evaluate on whether are there any other designs that could provide a different and better load carrying mechanism than the current conventional reinforcement. As a result, shallow-angle bent-up bars were introduced. This paper presented experimental and analytical works carried out on shallow-angle bent-up bars. The outcome from this study had shown some very promising results. It had shown that shallow-angle bent-up bars gave satisfactory performance in term of strength and deformation compared with standard reinforcement. For analysis wise, strut-and-tie models were used as an analytical tool to assess the internal forces and the failure behaviour. It had shown that it gave accurate prediction on the internal stress distributions even for unconventional design like shallow-angle bent-up bars.

Item Type:Conference or Workshop Item (Paper)
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Departments / MOR / COE:Departments > Civil Engineering
ID Code:8294
Deposited By: Dr Wee Teo
Deposited On:08 Oct 2012 00:40
Last Modified:31 Mar 2014 17:29

Repository Staff Only: item control page

Document Downloads

More statistics for this item...