Gümüşhane Üniversitesi Fen Bilimleri Enstitüsü Dergisi, Год журнала: 2025, Номер 15(1), С. 105 - 121
Опубликована: Март 15, 2025
In this study, the buckling behavior of carbon nanotube (CNT) reinforced nanobeams on an elastic foundation is investigated using nonlocal elasticity theory and finite element method within framework Euler-Bernoulli beam theory. The effects CNT volume fraction, parameter, parameter length-to-thickness ratio critical load are analyzed. nanobeam modeled considering short long reinforcements, mechanical properties determined by rule mixtures. To determine loads nanobeams, stiffness matrices force vectors, including effects, derived based analyses carried out accordingly. results show that increasing fraction significantly increases load, suggesting CNTs play essential role in strengthening nanobeams. On other hand, negatively affects decreases strength nanobeam. However, effect negligible. positively resistance. This finding indicates plays important improving structural stability another indicating thin more prone to with ratio. Since above-mentioned four parameters were method, obtained will guide subsequent numerical modeling studies nano-sized beams.
Язык: Английский