Volume 8, Issue 4 (10-2018)
IJOCE 2018, 8(4): 675-687 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Khashi K, Dehghani H, Jahanara A A. AN OPTIMIZATION PROCEDURE FOR CONCRETE BEAM-COLUMN JOINTS STRENGTHENED WITH FRP. IJOCE 2018; 8 (4) :675-687
URL: http://ijoce.iust.ac.ir/article-1-369-en.html
URL: http://ijoce.iust.ac.ir/article-1-369-en.html
Abstract: (15466 Views)
This paper illustrates an optimization procedure of concrete beam-column joints subjected to shear that are strengthened with fiber reinforced polymer (FRP). For this aim, five different values have been considered for length, width and thickness of the FRP sheets which created 125 different models to strengthen of concrete beam-column joints. However, by using response surface methodology (RSM) in design expert software the number of these models is reduced to 20. Then, each of 20 models is simulated in ABAQUS finite element software and shear capacity is also determined. The relationship between different dimensions of the FRP sheets and shear capacity are specified by using RSM. Furthermore the optimum dimensions are determined by particle swarm optimization (PSO) algorithm.
Type of Study: Research |
Subject:
Optimal design
Received: 2018/04/11 | Accepted: 2018/04/11 | Published: 2018/04/11
Received: 2018/04/11 | Accepted: 2018/04/11 | Published: 2018/04/11
| Rights and permissions | |
 | This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
