Advances in Civil Engineering / 2020 / Article / Tab 3

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 TRMCarbon TRM

Elastic modulus (GPa)30.0034.00
Poison ratio0.20.2
Mass density (kg/m³)24002400

Total crack strain modelCrack orientation rotating
Tensile behaviorFib fiber-reinforced concrete
Tensile strength (MPa)2.725.57
Tensile stress point I (MPa)2.725.57
Strain at point I (%)0.0090.017
Tensile stress point J (MPa)2.725.57
Tensile strain point J (%)0.210.1
Tensile stress point k (MPa)1215
Tensile strain point K (%)1.50.7
Ultimate strain (%)1.50.7

Crack band widthRotating
Compressive behaviorFib model code for concrete structure 2010
Compressive strength (MPa)1818
Strain at maximum stress (%)0.210.21
Strain at ultimate stress (%)0.350.35

We are committed to sharing findings related to COVID-19 as quickly as possible. We will be providing unlimited waivers of publication charges for accepted research articles as well as case reports and case series related to COVID-19. Review articles are excluded from this waiver policy. Sign up here as a reviewer to help fast-track new submissions.