scholarly journals 2089) Experimental Studies on the Reinforced Concrete Columns under Combined Loading(Structure)

1963 ◽  
Vol 89 (0) ◽  
pp. 161
Author(s):  
Tsuneo Miyatake
Keyword(s):  
Reinforced Concrete ◽  
Experimental Studies ◽  
Concrete Columns ◽  
Combined Loading ◽  
Reinforced Concrete Columns

Model for the Lateral Behavior of Reinforced Concrete Columns Including Shear Deformations

2008 ◽  
Vol 24 (2) ◽  
pp. 493-511 ◽  
Author(s):  
Eric J. Setzler ◽  
Halil Sezen
Keyword(s):  
Reinforced Concrete ◽  
Shear Failure ◽  
Experimental Studies ◽  
Concrete Columns ◽  
Shear Capacity ◽  
Lateral Loads ◽  
Reinforced Concrete Columns ◽  
Flexural Response ◽  
Capacity Model ◽  
Lateral Behavior

This research is focused on modeling the behavior of reinforced concrete columns subjected to lateral loads. Deformations due to flexure, reinforcement slip, and shear are modeled individually using existing and new models. Columns are classified into five categories based on a comparison of their predicted shear and flexural strengths, and rules for combining the three deformation components are established based on the expected behavior of columns in each category. Shear failure in columns initially dominated by flexural response is considered through the use of a shear capacity model. The proposed model was tested on 37 columns from various experimental studies. In general, the model predicted the lateral deformation response envelope reasonably well.

scholarly journals DEFORMATION OF CENTRICALLY COMPRESSED REINFORCED CONCRETE COLUMNS WITH ADDITION OF CONCRETE RUBBLE AS COARSE AGGREGATE

2019 ◽  
Vol 4 (5) ◽  
pp. 66-76
Author(s):  
А. Аль-Хаваф ◽  
A. Al'-Havaf ◽  
А. Никулин ◽  
Aleksandr Nikulin
Keyword(s):  
Reinforced Concrete ◽  
Yield Strength ◽  
Bearing Capacity ◽  
Coarse Aggregate ◽  
Experimental Studies ◽  
Green Building ◽  
Concrete Columns ◽  
Recycled Concrete ◽  
Concrete Aggregate ◽  
Reinforced Concrete Columns

The article presents results of experimental studies of centrally compressed reinforced concrete columns with the addition of concrete rubble as coarse aggregate. Previous studies shows that recycled concrete in the form of crushed concrete rubble obtained from construction waste is an environmentally friendly alternative to traditional coarse aggregate for the manufacture of load-bearing structures. Currently, the scientific literature has a limited amount of information about the calculation methods to be used for the design of reinforced concrete columns with the addition of concrete rubble as coarse aggregate. In this paper, the experimental data on the physicomechanical properties of concrete available in the foreign and domestic literature are summarized. In addition, the deformation features of reinforced concrete columns are highlighted to substantiate the initial premises, hypotheses and possible limitations when developing methods for calculating centrally and eccentrically compressed elements from the specified concrete. Researches are analyzed related to the effect of different content of recycled concrete aggregate in the concrete, the number of longitudinal steel reinforcement in the cross section of the element and its yield strength, pitch and yield strength of transverse reinforcement on the deformability and bearing capacity of concrete columns with the addition of coarse aggregate from concrete rubble. The use of such concrete for the manufacture of centrally and eccentrically compressed concrete columns leads to an insignificant decrease in their bearing capacity. This indicates the possibility of recycling a significant amount of concrete rubble resulting from the processing of reinforced concrete structures destroyed during the demolition of buildings; it allows to attribute this technology to “green building”.

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