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

<div>Stress cloud diagram of parts for specimen STHCC-1 in a state of failure. (a) The deformation of steel tube. (b) The deformation of concrete.</div>

Advances in Civil Engineering

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Figure 15

Figure 15: Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load 

Figure 15 | Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load 