FRP-confined concrete model based on damage-plasticity and phase-field approaches

2020 ◽  
Vol 244 ◽  
pp. 112263 ◽  
Author(s):  
Hossein Saberi ◽  
Tinh Quoc Bui ◽  
Akira Furukawa ◽  
Alireza Rahai ◽  
Sohichi Hirose



2016 ◽  
Vol 2 ◽  
pp. 3705-3712 ◽  
Author(s):  
Michael Strobl ◽  
Thomas Seelig




Author(s):  
Luise Blank ◽  
Harald Garcke ◽  
Lavinia Sarbu ◽  
Tarin Srisupattarawanit ◽  
Vanessa Styles ◽  
...  


2019 ◽  
Vol 271 ◽  
pp. 01012
Author(s):  
Diogo Zignago ◽  
Michele Barbato

Confinement of reinforced concrete (RC) piers generally has a beneficial effect on both the compressive strength and the ductility of the confined member. Thus, externally-bonded fiber-reinforced polymer (FRP) wrapping is often used as a retrofit technique for bridge piers when additional compressive strength is needed. This study employs finite element analysis and a recently developed FRP-and-steel confined concrete model to investigate the influence of internal steel confinement on the response of circular RC columns confined with FRP and subject to concentric axial load. This new model leads to more accurate estimates of the response of these columns, what is particularly relevant for piers in short span bridges that are subjected mainly to vertical loads, for which it could lead to a more efficient and economical piers’ retrofit, as well as a more accurate and less conservative bridge rating. A parametric study is conducted to examine the importance of some key parameters in the design of such columns.



2013 ◽  
Vol 7 (2) ◽  
pp. 322-337 ◽  
Author(s):  
Naoki TAKADA ◽  
Junichi MATSUMOTO ◽  
Sohei MATSUMOTO


2021 ◽  
Vol 26 ◽  
pp. 101932
Author(s):  
Dong-Cho Kim ◽  
Tomo Ogura ◽  
Ryosuke Hamada ◽  
Shotaro Yamashita ◽  
Kazuyoshi Saida


2014 ◽  
Vol 2014.27 (0) ◽  
pp. 595-597
Author(s):  
Naoki TAKADA ◽  
Junichi MATSUMOTO ◽  
Sohei MATSUMOTO


2001 ◽  
Vol 5 (1) ◽  
pp. 62-65 ◽  
Author(s):  
Amir Mirmiran ◽  
Aashish Singhvi ◽  
Giorgio Monti


2015 ◽  
Vol 55 (5) ◽  
pp. 887-901 ◽  
Author(s):  
Daniel Schneider ◽  
Oleg Tschukin ◽  
Abhik Choudhury ◽  
Michael Selzer ◽  
Thomas Böhlke ◽  
...  


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