scholarly journals Evaluation of Shear Behavior on RC Columns based on Mohr-Coulomb's Failure Criterion

2008 ◽  
Vol 19 (1) ◽  
pp. 1-9
Author(s):  
Nobuaki Hanai ◽  
Masataka Hirabayashi ◽  
Toshikatsu Ichinose
Keyword(s):  
Failure Criterion ◽  
Shear Behavior ◽  
Rc Columns

Study on the nonlinear response and shear behavior of RC columns under lateral impact

Structures ◽  
2021 ◽  
Vol 34 ◽  
pp. 3834-3850
Author(s):  
Xiwu Zhou ◽  
Ming Zhou ◽  
Dongmei Luo ◽  
Benying Wu ◽  
Lingfei Liu
Keyword(s):  
Nonlinear Response ◽  
Shear Behavior ◽  
Lateral Impact ◽  
Rc Columns

Dynamic Punch Shear Behavior of Unidirectional and Plain Weave S-2 Glass/SC15 Composites

2004 ◽  
Author(s):  
Libo Ren ◽  
Bazle A. Gama ◽  
John W. Gillespie ◽  
Yen Jr. ◽  
Chian-Fong
Keyword(s):  
Shear Behavior ◽  
Plain Weave

Load Width Effect on The Shear Behavior of Prestressed Hollow Core Slabs

2013 ◽  
Vol 15 (AEROSPACE SCIENCES) ◽  
pp. 1-15
Author(s):  
A. Deeb ◽  
M. Tarkhan ◽  
E. El-Tehewy
Keyword(s):  
Shear Behavior ◽  
Hollow Core ◽  
Width Effect

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.

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