The reinforced concrete cast-in-place continuous hollow slab beam bridge with a large number of over limit cracks in a certain main beam was analyzed as an example.Based on the inspection results of the bridge,a combination of finite element analysis and on-site load testing was used to analyze and compare the experimental and theoretical data,and combined with the inspection results,the compre-hensive evaluation of the bridge's bearing capacity was carried out.The analysis results showed that the bridge's bearing capacity did not meet the requirements of the specifications.The detection and evaluation method of this bridge can provide theoretical experience for the detection,evaluation,and reinforcement of similar bridges.
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