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Finite element modelling of 2-Span continuous RC beams shear strengthened and shear repaired with CFRP strips
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نویسنده
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samad a.a.a. ,ali n. ,mohamad n. ,jayaprakash j. ,ngo t.d. ,mendis p.
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منبع
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jurnal teknologi - 2016 - دوره : 78 - شماره : 5 - صفحه:457 -462
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چکیده
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Strengthening of reinforced concrete (rc) continuous beams in shear have received very little attention among researchers even though most existing structures are in the form of continuous condition such as part of a floor-beam system. therefore,in order to address the gap,a study on shear strengthening and shear repair of reinforced concrete continuous beam using carbon fibre reinforced polymer (cfrp) strips was conducted [15]. the validation of the experimental results was conducted with a simulation study using a finite element software atena v4 [16]. the research variables were number of layers of cfrp strips (one or two layers),wrapping schemes (four sides or three sides) and orientation of cfrp strips (0/90 or 45/135 degree’s). from the analysis of the finite element results,atena shows it has successfully simulated the shear behaviour of strengthened and repaired of 2-span continuous rc beams externally bonded by cfrp strips. © 2016 penerbit utm press. all rights reserved.
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کلیدواژه
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ATENA; Finite element model; Shear strengthening and shear repair
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آدرس
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department of structural and materials engineering,faculty of civil and environmental engineering,universiti tun hussein onn malaysia,batu pahatjohor,malaysia,department of civil engineering,the university of nottingham malaysia campus,semenyih,selangor, Malaysia, department of structural and materials engineering,faculty of civil and environmental engineering,universiti tun hussein onn malaysia,batu pahatjohor, Malaysia, department of structural and materials engineering,faculty of civil and environmental engineering,universiti tun hussein onn malaysia,batu pahatjohor,malaysia,department of civil engineering,the university of nottingham malaysia campus,semenyih,selangor, Malaysia, department of civil engineering,the university of nottingham malaysia campus,semenyih,selangor, Malaysia, department of infrastructure engineering,the university of melbourne,parkville,vic, Australia, department of infrastructure engineering,the university of melbourne,parkville,vic, Australia
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Authors
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