Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load

Figure 13

Longitudinal strain distribution of mid-span section of specimens with different eccentricity. (a) STHCC-1. (b) STHCC-2. (c) STHCC-3. (d) STHCC-4. (e) STHCC-5.

(a)

(b)

(c)

(d)

(e)