دوره 8، شماره 4 - ( 7-1397 )                   جلد 8 شماره 4 صفحات 675-687 | برگشت به فهرست نسخه ها

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Khashi K, Dehghani H, Jahanara A A. AN OPTIMIZATION PROCEDURE FOR CONCRETE BEAM-COLUMN JOINTS STRENGTHENED WITH FRP. International Journal of Optimization in Civil Engineering. 2018; 8 (4) :675-687
URL: http://ijoce.iust.ac.ir/article-1-369-fa.html
AN OPTIMIZATION PROCEDURE FOR CONCRETE BEAM-COLUMN JOINTS STRENGTHENED WITH FRP. دانشگاه علم و صنعت ایران. 1397; 8 (4) :675-687

URL: http://ijoce.iust.ac.ir/article-1-369-fa.html


چکیده:   (333 مشاهده)
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.
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نوع مطالعه: پژوهشي | موضوع مقاله: Optimal design
دریافت: ۱۳۹۷/۱/۲۲ | پذیرش: ۱۳۹۷/۱/۲۲ | انتشار: ۱۳۹۷/۱/۲۲

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