Pages that link to "Item:Q2392854"
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The following pages link to Bending buckling behavior of perfect and defective single-walled carbon nanotubes via a structural mechanics model (Q2392854):
Displaying 11 items.
- Buckling behavior of perfect and defective DWCNTs under axial, bending and torsional loadings via a structural mechanics approach (Q400200) (← links)
- Effect of defects and loading on prediction of Young's modulus of SWCNTs (Q628593) (← links)
- Computational studies of carbon nanotube structures (Q696413) (← links)
- Defect nucleation in carbon nanotubes under tension and torsion: Stone--Wales transformation (Q704577) (← links)
- Investigation of vacancy defects effects on the buckling behavior of SWCNTs via a structural mechanics approach (Q1042270) (← links)
- Effect of the Stone-Wales defect on the structure and mechanical properties of single-wall carbon nanotubes in axial stretch and twist (Q1044292) (← links)
- Investigation of shear forces in twisted carbon nanotube bundles using a structural mechanics approach (Q2234281) (← links)
- A structural mechanics approach for predicting the mechanical properties of carbon nanotubes (Q2267978) (← links)
- Prediction of buckling characteristics of carbon nanotubes (Q2271247) (← links)
- Bending and local buckling of a nanocomposite beam reinforced by a single-walled carbon nanotube (Q2455944) (← links)
- The buckling of single-walled carbon nanotubes upon bending: the higher-order gradient continuum and mesh-free method (Q2638021) (← links)