#7881. Bond capacity between H-shaped steel and recycled concrete under cyclic loading

October 2026publication date
Proposal available till 15-05-2025
4 total number of authors per manuscript0 $

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Journal’s subject area:
Architecture;
Building and Construction;
Civil and Structural Engineering;
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Abstract:
The premature debonding at the H-shaped steel-recycled concrete interface is the main cause of performance degradation for steel reinforced recycled concrete (SRRC) structures especially subjected cyclic loading. However, the bond behavior and shear transfer mechanism under cyclic loading has not been fully understood. For this reason, totally 14 SRRC specimens were performed under cyclic loading.
Keywords:
bond capacity; bond slip constitutive model; cyclic loading; design expression; parametric study; recycled concrete

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