Buckling of nanobeams and nanorods with cracks-Reference-Cited by-同舟云学术

Buckling of nanobeams and nanorods with cracks

Published:2019-12-03 Issue: Volume: Page:
ISSN:2029-9915
Container-title:Modern Building Materials, Structures and Techniques (MBMST)
language:
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Author:

Arif Hina¹,Lellep Jaan¹

Affiliation:

1. Department of Mathematics and Statistics, University of Tartu, Tartu, Estonia

Abstract

Buckling of nanobeams and nanorods is treated with the help of the nonlocal theory of elasticity. The nanobeams under consideration have piecewise constant dimensions of cross sections and are weakened with cracks or cracklike defects emanating at the re-entrant corners of steps. A general method for determination of critical buckling loads of stepped nanobeams with cracks is developed. The influence of defects on the critical buckling load is evaluated numerically and compared with similar results of other researchers.

Publisher

Vilnius Gediminas Technical University

Reference10 articles.

1. Surface stress effects may induce softening: Euler–Bernoulli and Timoshenko buckling solutions

2. A general nonlocal nonlinear model for buckling of nanobeams

3. Buckling of Beams and Columns with Defects

4. Free vibrations of stepped nano-beams

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1. Buckling of stepped nanobeams with intermediate supports;Results in Physics;2021-12

2. Stability of nanobeams and nanoplates with defects;Acta et Commentationes Universitatis Tartuensis de Mathematica;2021-11-17

3. Buckling analysis of cantilever nanobeams with defects;Applied Nanoscience;2021-04-11