Bearing Capacity of Concrete Filled Steel Tube Circular Arch under the Six-Point Uniformly Distributed Loading and Its Engineering Application

<div>Overall deformation of circular arch specimens with different rise-span ratios. (a) 0.154. (b) 0.207. (c) 0.26.</div>

Advances in Materials Science and Engineering

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Figure 6

Figure 6: Bearing Capacity of Concrete Filled Steel Tube Circular Arch under the Six-Point Uniformly Distributed Loading and Its Engineering Application 

Figure 6 | Bearing Capacity of Concrete Filled Steel Tube Circular Arch under the Six-Point Uniformly Distributed Loading and Its Engineering Application 