Influence of Cross-Sectional Shape on the Mechanical Properties of Concrete Canvas and CFRP-Reinforced Columns

Figure 5

Failure mode of column. (a) S-0-1. (b) O-0-1. (c) C-0-1. (d) E-0-1. (e) S-1-1. (f) O-1-1. (g) C-1-1. (h) E-1-1. (i) S-2-1. (j) O-2-1. (k) C-2-1. (l) E-2-1.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

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(j)

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(l)