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The architecture of textile reinforcement affects the deformation and failure behavior of the textile reinforced composites.
In this paper, the effect of surface modification of a carbon textile on the flexural behavior of the textile reinforced fine aggregate concretes was investigated.
In addition, the ZnO nanoparticles deposited onto fabrics can switch the wetting behavior of the textile from hydrophilic to hydrophobic as a function of ambient gas nature and the pressure in the deposition chamber.
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Existing experimental tests for characterizing the material behavior of textile composites include the shear frame test, biaxial tensile test and bias extension test.
This study focuses on 24 experimental cases to investigate the influences of textile layers, prestress levels and short steel fibers on the tensile behavior of basalt textile reinforced concrete (TRC).
Direct numerical simulations based on three dimensional finite element analysis were performed to investigate the mechanical behavior of knitted textiles at the scale where their manufactured material architecture can be simulated and assessed.
In this chapter, some of the work on experimental evaluation and numerical modeling of the fatigue behavior of polymer matrix textile composites is presented, addressing the effect of test parameters such as frequency, max stress, and the nature of the cycles on the response of textile composites.
In this paper, a numerical simulation model based on a meso-scale approach is presented to predict the strength and damage behavior of braided textile composites.
The object of this paper is to propose an analytical model for the interpretation of the overall bending behavior of textile reinforced mineral matrix composite beams.
Using the proposed approach, the nonlinear behavior of textile composites can be anticipated accurately and efficiently.
In the present paper a numerical approach is proposed for simulation of nonlinear behavior of some textile composite layouts.
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