Possibility of Retrofit of Existing Reinforced Concrete Buildings with Low Strength Concrete

2010 ◽  
Vol 48 (7) ◽  
pp. 3-8
Author(s):  
H. Araki ◽  
M. Neguchi ◽  
K. Minami
Keyword(s):  
Reinforced Concrete ◽  
Reinforced Concrete Buildings ◽  
Strength Concrete ◽  
Concrete Buildings ◽  
Low Strength ◽  
Low Strength Concrete

scholarly journals Strengthening of Low-Strength Concrete Columns with Fibre Reinforced Polymers. Full-Scale Tests

2020 ◽  
Vol 5 (11) ◽  
pp. 91
Author(s):  
Sonia Martínez ◽  
Ana de Diego ◽  
Viviana J. Castro ◽  
Luis Echevarría ◽  
Francisco J. Barroso ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Concrete Columns ◽  
Experimental Program ◽  
Small Scale ◽  
Rc Columns ◽  
Reinforced Polymers ◽  
Strain Capacity ◽  
Strength Concrete ◽  
Low Strength ◽  
Low Strength Concrete

Confinement of columns with externally bonded fibre reinforced polymers (FRP) sheets is an easy and effective way of enhancing the load carrying and strain capacity of reinforced concrete (RC) columns. Many experimental studies have been conducted on cylindrical small-scale un-reinforced concrete specimens externally confined with FRP. It is widely accepted that confinement of square or rectangular columns is less efficient than the confinement of circular columns. The theoretical models for rectangular sections are mostly based on approaches for circular columns modified by a shape factor, but the different models do not give similar results. This paper presents an experimental program on large-scale square and rectangular RC columns externally strengthened with carbon FRP sheets and subjected to axial load. The main variables were the side-aspect ratio of the cross-section, the radius of curvature of the corners and the amount of FRP reinforcement. The results show that the FRP confinement can increase the strength and strain capacity of rectangular concrete columns with low strength concrete. The FRP hoop ultimate strain was much lower than the material ultimate tensile strain obtained from flat coupon tests and the strain efficiency factor achieved in the tests was less than the value usually recommended by design guides.

scholarly journals Experimental Investigation on Short Concrete Columns Reinforced by Bamboo Scrimber under Axial Compression Loads

2020 ◽  
Vol 2020 ◽  
pp. 1-12
Author(s):  
Min Lei ◽  
Zihao Wang ◽  
Penghui Li ◽  
Liyi Zeng ◽  
Hongyao Liu ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Bearing Capacity ◽  
Axial Compression ◽  
Concrete Columns ◽  
Steel Reinforcement ◽  
Concrete Column ◽  
Strength Concrete ◽  
Bamboo Scrimber ◽  
Low Strength ◽  
Low Strength Concrete

The paper presents bamboo scrimber bars as a reinforcing material instead of steel reinforcement in low-strength concrete columns. Twelve short concrete columns with different reinforcements are tested under axial compression load to study the axial compressive behavior of short concrete columns reinforced by bamboo scrimber. Three columns are reinforced concrete columns, and the other nine columns are bamboo scrimber reinforced concrete columns. The failure process, bearing capacity, axial deformation, and strain of the specimens are compared and analyzed. The results show that the bonding performance between the bamboo scrimber bars by surface treatment and low-strength concrete is excellent. In low-strength concrete columns, the material properties of bamboo bars play more thoroughly than those of steel bars. When the bamboo reinforcement ratio is increased, the concrete column ductility is significantly improved, but the bearing capacity of the concrete column is not increased. The bamboo scrimber bars with the size of 10 mm × 10 mm or 15 mm × 15 mm can be used as longitudinal bars of low-strength concrete columns. The ductility of the short concrete column with 2.56% bamboo scrimber reinforcement is close to that of the short concrete column with 0.72% steel reinforcement.

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