Research Article
Refined Finite Element Analysis of Crack Causes in SRC Arch Rib Bridges considering Multiple Factors
Figure 7
Stress distribution in bottom of the slab and web of the arch rib after 30 days’ shrinkage (unit: MPa). Normal stress distribution in Z-direction on (a) the inner surface of the bottom slab and (b) the outer surface of the bottom slab. Normal stress distribution in the Y-direction on (c) the inner surface of the web and (d) the outer surface of the web.
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