Page 201 - Carbon Nanotube Fibres and Yarns
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Mechanics modeling of carbon nanotube yarns   191





















              Fig.  8.4  Mechanical  properties  of building  blocks  for double-walled  CNT yarns (NU
              yarns). (A) Weibull analysis on the individual bundle strength compared to experimen-
              tal values. (B) Fit of the experimental shear results for pairs of parallel bundles using the
              shear lag model. (Reproduced with permission from X. Wei, M. Ford, R.A. Soler-Crespo, H.D.
              Espinosa, A new Monte Carlo model for predicting the mechanical properties of fibre yarns.
              J. Mech. Phys. Solids 84 (2015) 325–335.)
                bundles (30 nm diameter and 5 μm length in average) yielded a scale factor
              σ 0  = 2.8 GPa and a shape factor m = 2.2 (Fig. 8.4A). This is an important
              input for the analysis of yarn strength. Furthermore, according to the model
              analysis, the applied stress that causes the bundle-bundle junction to slide is
              a function of the overlap length L as
                                           τ 2     λL 
                                     σ =    f  tan  h                     (8.4)
                                      y              
                                           λ b     2  
              where τ f  is the interfacial shear stress, 2b is the equivalent fiber thickness, and
              λ = 2G / (Ebh ) is a function of the fiber elastic modulus E, interfacial shear
              modulus G, and interface thickness h [90]. Fitting the experimental shear results
              with the above equation revealed an effective shear modulus of G = 10 MPa
              and an effective shear strength of τ f  = 350 MPa, as shown in Fig. 8.4B.
                 After this, MC simulations were performed on CNT yarns. At the be-
              ginning of each simulation, the Weibull scale and shape factors were used
              to assign randomly distributed fiber element strengths. When an external
              load was applied on the yarn, the resulting stress distribution on fibers was
              determined using the load-sharing rule with the mechanical parameters of
              the fibers and interfaces as the inputs. Then the external load kept increasing
              until no additional load could be equilibrated, and the maximum external
              load was recorded as the yarn strength. Such a model predicted the yarn
              strength, e.g., 1.45 ± 0.07 GPa for the double-walled CNT yarns charac-
              terized by Northwestern University (NU yarns) and 1.2 ± 0.07 GPa for the
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