Implementation of bond-slip effect in analyses of RC frames under cyclic loads using layered section method

2006 ◽  
Vol 28 (12) ◽  
pp. 1715-1727 ◽  
Author(s):  
Hyo-Gyoung Kwak ◽  
Jin-Kook Kim
Keyword(s):  
Cyclic Loads ◽  
Slip Effect ◽  
Bond Slip ◽  
Section Method ◽  
Rc Frames

Bond-slip effect in flexural behavior of GFRP RC slabs

2018 ◽  
Vol 193 ◽  
pp. 80-86 ◽  
Author(s):  
Omid Gooranorimi ◽  
Guillermo Claure ◽  
Wimal Suaris ◽  
Antonio Nanni
Keyword(s):  
Flexural Behavior ◽  
Slip Effect ◽  
Bond Slip ◽  
Rc Slabs

Modelling of masonry infilled RC frames subjected to cyclic loads: State of the art review and modelling with OpenSees

2017 ◽  
Vol 150 ◽  
pp. 599-621 ◽  
Author(s):  
Nurbaiah Mohammad Noh ◽  
Laura Liberatore ◽  
Fabrizio Mollaioli ◽  
Solomon Tesfamariam
Keyword(s):  
State Of The Art ◽  
Cyclic Loads ◽  
Rc Frames ◽  
Infilled Rc Frames ◽  
Masonry Infilled Rc Frames

scholarly journals Bond-slip Effect in the Assessment of RC Structures Subjected to Seismic Actions

2015 ◽  
Vol 114 ◽  
pp. 792-799 ◽  
Author(s):  
Paulo Silva Lobo ◽  
João Almeida ◽  
Lúıs Guerreiro
Keyword(s):  
Slip Effect ◽  
Rc Structures ◽  
Bond Slip

Nonlinear Finite Element Analysis of FRP Strengthened RC Beams with Bond-Slip Effect

2017 ◽  
Vol 14 (03) ◽  
pp. 1750032 ◽  
Author(s):  
Prabin Pathak ◽  
Y. X. Zhang ◽  
Xiaodan Teng
Keyword(s):  
Finite Element ◽  
Finite Element Model ◽  
Element Model ◽  
Structural Behavior ◽  
Slip Effect ◽  
Rc Beams ◽  
Element Analysis ◽  
Bond Slip ◽  
Research Findings ◽  
Parametric Studies

This paper investigates the structural behavior of fiber reinforced polymer (FRP) strengthened reinforced concrete (RC) beams by developing a new simple, efficient and accurate finite element model (FEM-B). In addition to the FRP, concrete and steel rebars, the adhesive and stirrups which have been generally ignored in the reported models from literatures are considered in the new models. At first, a finite element model (FEM-P) is developed assuming perfect bond between concrete, FRP and adhesive interfaces. Then the FEM-P model is expanded to form the FEM-B model by including the bond-slip effect between concrete, FRP and adhesive interfaces. The developed new finite element models (FEM-B and FEM-P) are validated against experimental results and demonstrate to be effective for the structural analysis of FRP strengthened RC beams. Furthermore, parametric studies are carried out to learn the effects of types and thickness of FRP on the structural behavior of FRP strengthened RC beams based on the FEM-B model. The research findings are summarized finally.

Mixed Formulation of Bond-Slip Problems under Cyclic Loads

1999 ◽  
Vol 125 (6) ◽  
pp. 661-671 ◽  
Author(s):  
Ashraf Ayoub ◽  
Filip C. Filippou
Keyword(s):  
Mixed Formulation ◽  
Cyclic Loads ◽  
Bond Slip
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