Performance of reinforced concrete flat slab strengthened with CFRP for punching shear

• المؤلفون الرئيسيون: Ghayeb H.H., Atea R.S., Al-Kannoon M.A.-A., Lee F.W., Wong L.S., Mo K.H.
• مؤلفون آخرون: 57194605502
• التنسيق: مقال
• منشور في: Elsevier Ltd 2024
• الموضوعات: Analytical model; CFRP; Flat slab; Punching shear; Strengthening techniques; Carbon fiber reinforced plastics; Carbon fibers; Cracks; Ductility; Reinforced concrete; Shear flow; Carbon fibre reinforced polymer; Existing reinforced concrete; Flat slabs; Performance; Punching shear reinforcements; Reinforced concrete flat slabs; Reinforced concrete slabs; Strengthening methods; Strengthening technique; Analytical models

Existing reinforced concrete (RC) slabs need punching shear reinforcement due to design defects, structural damage, increased loading, corroded reinforcement bars, and change in the use or function of the buildings. Strengthening methods such as using carbon fibre reinforced polymer (CFRP) sheets as...