Advances in Civil Engineering / 2018 / Article / Fig 5

Research Article

FRP-Confined Concrete Columns: A New Procedure for Evaluating the Performance of Square and Circular Sections

Figure 5

Stress distribution in MPa at peak loads in square columns with different corner radii. (a) Theoretical model. (b) r = 30 mm. (c) r = 50 mm. (d) r = 60 mm. (e) r = 70 mm. (f) r = 90 mm.
(a)
(b)
(c)
(d)
(e)
(f)

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