Research Article
Numerical Modelling and Simulation of the In-Plane Response of a Three-Storey Masonry-Infilled RC Frame Retrofitted with TRM
Table 3
Material properties of total strain crack model for glass and carbon TRM.
| | Glass TRM | Carbon TRM |
| Elastic modulus (GPa) | 30.00 | 34.00 | Poison ratio | 0.2 | 0.2 | Mass density (kg/m³) | 2400 | 2400 |
| Total crack strain model | Crack orientation rotating | Tensile behavior | Fib fiber-reinforced concrete | Tensile strength (MPa) | 2.72 | 5.57 | Tensile stress point I (MPa) | 2.72 | 5.57 | Strain at point I (%) | 0.009 | 0.017 | Tensile stress point J (MPa) | 2.72 | 5.57 | Tensile strain point J (%) | 0.21 | 0.1 | Tensile stress point k (MPa) | 12 | 15 | Tensile strain point K (%) | 1.5 | 0.7 | Ultimate strain (%) | 1.5 | 0.7 |
| Crack band width | Rotating | Compressive behavior | Fib model code for concrete structure 2010 | Compressive strength (MPa) | 18 | 18 | Strain at maximum stress (%) | 0.21 | 0.21 | Strain at ultimate stress (%) | 0.35 | 0.35 |
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