Experimental and Numerical Study of the Ultimate Flexural Capacity of a Full-Size Damaged Prestressed Concrete Box Girder Strengthened with Bonded Steel Plates.

Materials (Basel) · 2023 · PMC10054250 · PMID 36984355

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a decreasing trendno p-value reported

The stiffness of the three girders showed a decreasing trend due to the continuous development of concrete cracking in the whole working stage with cracks.

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