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Jia-Hao Hu

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Open access Sep 2026

Flexural Capacity Calculation Method for Pre-Damaged RC Beam–Column Joints Strengthened with High-Strength Steel Strand Mesh-Reinforced ECC

Pre-existing damage in reinforced concrete (RC) beam–column joints may induce strain incompatibility between the original member and subsequently applied strengthening layers, limiting the applicability of conventional flexural-capacity models. This study experimentally and analytically investigates pre-damaged RC beam...

Shuai-Jun Liu, Yao Wei, Zi-Yuan Li et al. · 0 citations

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