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

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%,...

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Bibliographic Details

Main Authors:	Qaddura M.J., Ean L.W., Mohammed B.S., Ng C.Y.
Other Authors:	58867541200
Format:	Conference paper
Published:	Springer Science and Business Media Deutschland GmbH 2025
Subjects:	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
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