Limit Value of Steel Plate WidthtoThickness Ratios of Steel Reinforced Concrete Column

Abstract:

With the finite software ANSYS,a formula is simulated on the basis of the analysis results of 80 samples with a consideration of geometry nonlinear,material nonlinear and contact nonlinear.The results from the formula agree well with those specified in Chinese Code Steel Reinforced Concrete Composite Structure Specification.The formula can provide a reference for the engineering design.