I came to conclusion that once the reinforcing steel reaches its yield strength , all the reinforcing bar one by one reaches to yield strength and has constant stress(yield stress) in reinforcing bar due to consideration of perfectly plastic model. but however in experiment once the reinforcing...
i am doing the analysis of column with eccentric loading with vertical load applied at some distance from the column, so that the column fails by compression at the side of bending. The reinforcing steel goes on yielding at the compression side at the the end of linear phase and after that the...
I did analysis of a pre-stressed wind turbine tower.I run the model for different strength of concrete, the change in the graph of bending moment vs and deflection was the slope of curve during the linear phase. and in the next case i kept the vertical axial force and the result was same with...
