Numerical cyclic behaviour of un-corroded and corroded RC columns reinforced with HPFRC jacket

2017 ◽  
Vol 163 ◽  
pp. 432-443 ◽  
Author(s):  
Fabio Di Carlo ◽  
Alberto Meda ◽  
Zila Rinaldi
Keyword(s):  
Rc Columns ◽  
Cyclic Behaviour

Numerical evaluation of the corrosion influence on the cyclic behaviour of RC columns

2017 ◽  
Vol 153 ◽  
pp. 264-278 ◽  
Author(s):  
Fabio Di Carlo ◽  
Alberto Meda ◽  
Zila Rinaldi
Keyword(s):  
Numerical Evaluation ◽  
Rc Columns ◽  
Cyclic Behaviour

Lateral Cyclic Behaviour of RC Columns Confined With Carbon Fibres

Structures ◽  
2016 ◽  
Vol 5 ◽  
pp. 196-206 ◽  
Author(s):  
Pedro Faustino ◽  
Pedro Frade ◽  
Carlos Chastre
Keyword(s):  
Carbon Fibres ◽  
Rc Columns ◽  
Cyclic Behaviour

Cyclic behaviour of earthquake- and corrosion-damaged RC columns

2016 ◽  
Vol 68 (22) ◽  
pp. 1166-1182 ◽  
Author(s):  
Xian Li ◽  
Ze-Hua Zhao ◽  
Yan-Shuo Liang ◽  
Heng-Lin Lv
Keyword(s):  
Rc Columns ◽  
Cyclic Behaviour

Experimental evaluation of the corrosion influence on the cyclic behaviour of RC columns

2014 ◽  
Vol 76 ◽  
pp. 112-123 ◽  
Author(s):  
Alberto Meda ◽  
Serena Mostosi ◽  
Zila Rinaldi ◽  
Paolo Riva
Keyword(s):  
Experimental Evaluation ◽  
Rc Columns ◽  
Cyclic Behaviour

Lateral Bearing Capacity and Stiffness Calculation Method of SRC-RC Columns

2019 ◽  
Vol 23 (5) ◽  
pp. 2158-2174 ◽  
Author(s):  
He Zhang ◽  
Pingzhou Cao ◽  
Kai Wu ◽  
Chao Xu ◽  
Lijian Ren
Keyword(s):  
Bearing Capacity ◽  
Calculation Method ◽  
Rc Columns

scholarly journals Experimental Research on Reinforced Concrete Columns Strengthened with Steel Jacket and Concrete Infill

2021 ◽  
Vol 11 (9) ◽  
pp. 4043
Author(s):  
Aleksandar Landović ◽  
Miroslav Bešević
Keyword(s):  
Compressive Strength ◽  
Reinforced Concrete ◽  
Cross Section ◽  
Experimental Research ◽  
Failure Modes ◽  
Steel Tube ◽  
Rc Columns ◽  
Rc Column ◽  
Steel Jacket ◽  
Ductile Behavior

Experimental research on axially compressed columns made from reinforced concrete (RC) and RC columns strengthened with a steel jacket and additional fill concrete is presented in this paper. A premade squared cross-section RC column was placed inside a steel tube, and then the space between the column and the tube was filled with additional concrete. A total of fourteen stub axially compressed columns, including nine strengthened specimens and five plain reinforced concrete specimens, were experimentally tested. The main parameter that was varied in the experiment was the compressive strength of the filler concrete. Three different concrete compression strength classes were used. Test results showed that all three cross-section parts (the core column, the fill, and the steel jacket) worked together in the force-carrying process through all load levels, even if only the basic RC column was loaded. The strengthened columns exhibited pronounced ductile behavior compared to the plain RC columns. The influence of the test parameters on the axial compressive strength was investigated. In addition, the specimen failure modes, strain development, and load vs. deformation relations were registered. The applicability of three different design codes to predict the axial bearing capacity of the strengthened columns was also investigated.

Influences of initial static shear stress on the cyclic behaviour of over consolidated soft marine clay

2021 ◽  
Vol 224 ◽  
pp. 108747
Author(s):  
Jun Wang ◽  
Ming Dai ◽  
Yuanqiang Cai ◽  
Lin Guo ◽  
Yunguo Du ◽  
...  
Keyword(s):  
Shear Stress ◽  
Marine Clay ◽  
Cyclic Behaviour ◽  
Static Shear
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