Preloaded behavior of thick one- way slabs strengthened with NSM –CFRP plates

Volume 20 No 6 (2022)

Kutaiba A. Abbood , Raid A. Daud

DOI: 10.14704/nq.2022.20.6.NQ22858

Abstract

In this research, a nonlinear finite element model utilizing ABAQUS was adapted to obtained structural behavior of damaged one-way slabs and studies the influence of CFRP parameters and preloaded percentages to achieve better response. Three dimensional elements (solid, shell, truss) are used and the detailed model takes into consideration elastic and plastic behavior of the materials.

Keywords

strengthening, preloaded, NSM CFRP, thick One –Way Slabs.

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