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[PDF] Top 20 Effect of reinforcement stiffeners on square concrete-filled steel tubular columns subjected to axial compressive load

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Effect of reinforcement stiffeners on square concrete-filled steel tubular columns subjected to axial compressive load

Effect of reinforcement stiffeners on square concrete-filled steel tubular columns subjected to axial compressive load

... stiffened square concrete-filled steel tubular (CFST) stub columns with slender sections of encasing steel and two non-stiffened counterparts were tested subjected ... See full document

37

Static behavior of T-shaped concrete-filled steel tubular columns subjected to concentric and eccentric compressive loads

Static behavior of T-shaped concrete-filled steel tubular columns subjected to concentric and eccentric compressive loads

... confined concrete, the lateral confining pressure is the main factor for axial compressive strength ...confined concrete of square CFST columns (Yang, ...than square cross ... See full document

27

Concrete Filled Steel Tubular Column with Bamboo Infill

Concrete Filled Steel Tubular Column with Bamboo Infill

... are subjected mainly to axial compressive forces and end ...CFST columns are type of composite column. Concrete filled steel tubular columns have been used ... See full document

7

Nonlinear analysis of biaxially loaded rectangular concrete-filled stainless steel tubular slender beam-columns

Nonlinear analysis of biaxially loaded rectangular concrete-filled stainless steel tubular slender beam-columns

... average concrete strength utilized in the simulation. The axial load of Specimen S1-3b obtained from the fiber analysis in the post-yield range agrees closely with the experimental ...loaded ... See full document

43

Effects on Concrete Filled Stainless Steel Tubular Columns Strengthened By Using GFRP Sheets  A Review

Effects on Concrete Filled Stainless Steel Tubular Columns Strengthened By Using GFRP Sheets A Review

... 11 concrete filled stainless steel tubular (CFSST) columns with a 100 x 45 mm rectangular cross section with 300mm long were cast using 25 MPa concrete ...CFST columns ... See full document

7

Experimental Investigation of Industrial by   Products Concrete Filled Mild Steel Tubular Columns with GFRP Wrapping

Experimental Investigation of Industrial by Products Concrete Filled Mild Steel Tubular Columns with GFRP Wrapping

... RC columns, hollow steel tube columns, concrete filled steel tubular (CFT) columns, and reinforced concrete filled steel tubular (RCFT) ... See full document

6

Study on Structural Behaviour of Concrete Filled Steel Tubular Columns with and without Shear Connectors

Study on Structural Behaviour of Concrete Filled Steel Tubular Columns with and without Shear Connectors

... of concrete filled steel tubular columns of different cross-sections with and without shear connectors (circle, triangle,rectangle,square,ellipse and hexagon) using ...short ... See full document

9

Comparative Study on Axial Load Behaviour of CFST Columns with Different Stiffeners

Comparative Study on Axial Load Behaviour of CFST Columns with Different Stiffeners

... Concrete-filled steel box column is widely used as a major structural element in tall buildings as it provides efficient structural performance in resisting axial ...The concrete core ... See full document

5

Investigate the Effect of Parameters Compressive on Behavior of Concrete-Filled Tubular Columns under Fire

Investigate the Effect of Parameters Compressive on Behavior of Concrete-Filled Tubular Columns under Fire

... of concrete core columns up and local Bucking of steel sections reduces the ...of steel as reinforcement for concrete care causes the concrete core in ...and ... See full document

12

A Statistical Method for Predicting the Axial Load Capacity of Concrete Filled Steel Tubular Columns

A Statistical Method for Predicting the Axial Load Capacity of Concrete Filled Steel Tubular Columns

... — Concrete filled steel tubular (CFST) structures have been used widely in high-rise buildings and bridges due to the efficiency of structurally favorable interaction between the steel ... See full document

20

Finite Element Analysis of FRP concrete steel Tubular Short Columns under Axial Compression

Finite Element Analysis of FRP concrete steel Tubular Short Columns under Axial Compression

... FRP pipe and steel pipe adopt four-node shrinkage integral shell (S4R). In order to meet certain calculation precision, Simpson integral of 9 integral points is adopted in the thickness direction of shell element. ... See full document

6

Nonlinear analysis of axially loaded circular concrete-filled stainless steel tubular short columns

Nonlinear analysis of axially loaded circular concrete-filled stainless steel tubular short columns

... circular concrete-filled steel tubular (CFST) short columns have extensively been conducted by researchers ...short columns under axial loading have been relatively ...the ... See full document

40

A new theoretical analysis for the splitting of square columns subjected to the axial loading

A new theoretical analysis for the splitting of square columns subjected to the axial loading

... instantaneous axial load during the splitting process of square columns on rigid pyramidal ...of axial force is equated with total dissipated energies during the plastic deformation, ... See full document

9

Nonlinear Analysis of Circular Concrete Filled Steel Tube Columns under Axial Loading

Nonlinear Analysis of Circular Concrete Filled Steel Tube Columns under Axial Loading

... Concrete filled steel tube (CFST) columns have been broadly used in high-rise buildings due to their excellent resistance to axial ...In concrete filled steel tube ... See full document

5

Analytical Study on Concrete Filled Steel Tubular Columns with BFRP Wrapping Under Axial Load

Analytical Study on Concrete Filled Steel Tubular Columns with BFRP Wrapping Under Axial Load

... Composite columns have been widely used in the construction industry mainly due to its high strength, durability, ease of construction and cost ...saving. Concrete Filled Steel Tubular ... See full document

7

Thermal behaviour of blind bolted connections to hollow and concrete filled steel tubular columns

Thermal behaviour of blind bolted connections to hollow and concrete filled steel tubular columns

... In recent years, the advantages of Hollo-bolt system have raised the interest of numerous researchers. Elghazouli et al. [10] studied, through experimental tests, angle connections between beam and tubular ... See full document

46

The Finite Element Analysis for Concrete Filled Steel Columns under Blast Load

The Finite Element Analysis for Concrete Filled Steel Columns under Blast Load

... Abstract: Concrete-filled steel columns have been extensively used in the world due to having all suitable characteristics of concrete and steel, more ductility, increasing ... See full document

9

Analysis of Steel-Encased Composite Columns Subjected to Concentric Axial Load Using Artificial Neural Networks

Analysis of Steel-Encased Composite Columns Subjected to Concentric Axial Load Using Artificial Neural Networks

... protect steel members against fire, but the increase of resistance was not ...no reinforcement bars were used in those first ...of steel reinforcement was employed to avoid concrete ... See full document

6

Experimental Study on High Performance Concrete Filled Tubular Short Columns

Experimental Study on High Performance Concrete Filled Tubular Short Columns

... CFST columns, column capacity was significantly improved due to the concrete strength gained from the confinement provided by the steel ...the load carrying capacities of CFST columns ... See full document

12

Effect of Transverse Reinforcement Biased Spacing on Concrete Columns under Blast Load

Effect of Transverse Reinforcement Biased Spacing on Concrete Columns under Blast Load

... key load-bearing elements in frame structures and exterior columns are probably the most vulnerable structural components to terrorist ...reinforced concrete columns totally reinforced with ... See full document

5

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