Numerical Modeling of One-Way Reinforced Concrete Wall Panels with Openings Strengthened with Carbon Fiber Reinforced Polymer (CFRP)

• 主要な著者: Qaddura M.J., Ean L.W., Mohammed B.S., Ng C.Y.
• その他の著者: 58867541200
• フォーマット: Conference paper
• 出版事項: Springer Science and Business Media Deutschland GmbH 2025
• 主題: Carbon fiber reinforced plastics; Concrete slabs; Reinforced concrete; Carbon fiber reinforced polymer; Carbon fiber reinforced polymers sheets; Carbon fibre reinforced polymer; FE analysis; Opening sizes; Reinforced concrete wall; Strengthening; Stress values; Wall opening; Wall panels; Nonlinear analysis

The research reported in this paper is based on a comparative numerical analysis between the FE analysis conducted on RC walls by Lima et al. [1] and the physical experiment by Mohammed et al. [2]. Seventeen one-way RC walls with eccentric (e = t/6) were modeled. Several opening sizes were used (5%,...