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

<div>Bending moment monitoring diagram of the half-span circular arch with different rise-span ratios. (a) Under the load of 500 kN. (b) At the ultimate bearing capacity.</div>

Advances in Materials Science and Engineering

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Figure 15

Figure 15: Bearing Capacity of Concrete Filled Steel Tube Circular Arch under the Six-Point Uniformly Distributed Loading and Its Engineering Application 

Figure 15 | Bearing Capacity of Concrete Filled Steel Tube Circular Arch under the Six-Point Uniformly Distributed Loading and Its Engineering Application 