Structural Behavior of Reinforced Concrete
External reference: https://openalex.org/T10479
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TRC improved flexural capacity of an aged cracked bridge slab-beam
Study on carbon textile-reinforced concrete strengthening of aged bridge slabs shows 24.8% capacity increase and effective crack control under sustained service loads.
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Rubber-stiffened steel plates showed delamination as the main failure mode
Study on rubber-stiffened steel plates and rapid-hardening concrete for sustainable bridge expansion joints, examining static performance, failure mechanisms, and design parameters for jointless.
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GFRP shows lower CO2 emissions than steel in most structural applications
Comparative life-cycle assessment of CO2 emissions in GFRP versus steel structural components, demonstrating GFRP sustainability advantages through unit performance metrics and sensitivity analysis.

