2011
DOI: 10.1615/intjmultcompeng.v9.i1.80
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Derivation of the Young's and Shear Moduli Ofsingle-Walled Carbon Nanotubes Through a Computational Homogenization Approach

Abstract: In this study, the computation of the traction-torsion-bending behavior of single-walled carbon nanotubes (SWCNTs) is investigated. A structural mechanics model is used to describe the response of the nanotube; the atomic interactions are represented with 3D beams. Nanotubes are slender structures, taking benefit from their axial periodicity or helical symmetry. Homogenization theory is used to obtain their overall beam behavior from the solution of basic cell problems. These problems are solved through a fini… Show more

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Cited by 12 publications
(3 citation statements)
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References 47 publications
(93 reference statements)
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“…In Case #1, the longitudinal, transverse, and shear modulus of SWCNT are estimated as 2099.48±0.02, 151.02±0.01, and 720.25±0.06 GPa, respectively, as shown in Table 2. The longitudinal and transverse moduli are close to the simulation results of 2000 and 142 GPa, respectively, and the shear modulus is in the range of 550-860 GPa [72][73][74]. With the decrease of temperature and pressure in other cases, there is no obvious variation of the longitudinal, transverse, and shear stresses.…”
Section: Nano-mechanical Analysissupporting
confidence: 76%
“…In Case #1, the longitudinal, transverse, and shear modulus of SWCNT are estimated as 2099.48±0.02, 151.02±0.01, and 720.25±0.06 GPa, respectively, as shown in Table 2. The longitudinal and transverse moduli are close to the simulation results of 2000 and 142 GPa, respectively, and the shear modulus is in the range of 550-860 GPa [72][73][74]. With the decrease of temperature and pressure in other cases, there is no obvious variation of the longitudinal, transverse, and shear stresses.…”
Section: Nano-mechanical Analysissupporting
confidence: 76%
“…For this purpose, an armchair SWCNT (5,5) with the mechanical properties, including density kg.nm . For CNTs with a diameter longer than nm 3 , the shear modulus becomes constant with the approximate value of 498 Gpa [72]. Table 1 shows the effect of aspect ratio ( / l D ) on the first four nondimensional natural frequencies.…”
Section: Resultsmentioning
confidence: 99%
“…In fact, this type of structures constitutes an optimal trade-off between strength and stiffness, on one side, and lightness, economy and manufacturing times, on the other. By these features they are frequently adopted in civil and industrial buildings, naval, aerospace and bridge constructions, material design and bio-mechanics (Salmon et al (2008), Cao et al (2007), Salehian et al (2006), Cheng et al (2013), Tej and Tejová (2014), Fillep et al (2014), Zhang et al (2016), El Khoury et al (2011, Syerko et al (2013), Ju et al (2008)). In addition, the main component of the railway infrastructure, namely the track, has a periodic character and is often designed against the thermal buckling phenomenon assuming that rails, sleepers and fastenings are part of an infinitely long Vierendeel girder constrained to the ground by springs representative of the ballast actions.…”
Section: Introductionmentioning
confidence: 99%