author_facet Zhang, Jian‐Qiang
Qing, Hai
Gao, Cun‐Fa
Zhang, Jian‐Qiang
Qing, Hai
Gao, Cun‐Fa
author Zhang, Jian‐Qiang
Qing, Hai
Gao, Cun‐Fa
spellingShingle Zhang, Jian‐Qiang
Qing, Hai
Gao, Cun‐Fa
ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik
Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
Applied Mathematics
Computational Mechanics
author_sort zhang, jian‐qiang
spelling Zhang, Jian‐Qiang Qing, Hai Gao, Cun‐Fa 0044-2267 1521-4001 Wiley Applied Mathematics Computational Mechanics http://dx.doi.org/10.1002/zamm.201900148 <jats:title>Abstract</jats:title><jats:p>Eringen's nonlocal differential elasticity is widely applied to model nano‐ and micro‐structures, although previous studies have shown some inconsistences, e.g., the nonlocal parameter maybe has no effect on the deflection of Euler‐Bernoulli and Timoshenko beams subjected to some kinds of boundary and loading conditions. In this paper, the static bending analysis of Euler‐Bernoulli and Timoshenko beams is performed with the application of stress‐driven nonlocal integral model. The Fredholm type integral constitutive equations of the first kind are transformed to Volterra integral equations of the first kind through simply adjusting the limit of integrals, and the general solutions to the deflection as well as bending moment and so on are derived and obtained explicitly through solving the integro‐differential governing equations with the Laplace transformation. Exact solutions are derived explicitly for different loading and boundary conditions, especially for the paradoxical beam problem while using nonlocal differential model. The analytical and asymptotic expressions of the beam deflections obtained in this paper are validated against to those existing analytical and numerical results in literature. It is clearly established that, with the application of the stress‐driven nonlocal integral model, a consistent toughening effect can be obtained for both Euler‐Bernoulli and Timoshenko beams.</jats:p> Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik
doi_str_mv 10.1002/zamm.201900148
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Physik
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series ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik
source_id 49
title Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_unstemmed Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_full Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_fullStr Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_full_unstemmed Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_short Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_sort exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
topic Applied Mathematics
Computational Mechanics
url http://dx.doi.org/10.1002/zamm.201900148
publishDate 2020
physical
description <jats:title>Abstract</jats:title><jats:p>Eringen's nonlocal differential elasticity is widely applied to model nano‐ and micro‐structures, although previous studies have shown some inconsistences, e.g., the nonlocal parameter maybe has no effect on the deflection of Euler‐Bernoulli and Timoshenko beams subjected to some kinds of boundary and loading conditions. In this paper, the static bending analysis of Euler‐Bernoulli and Timoshenko beams is performed with the application of stress‐driven nonlocal integral model. The Fredholm type integral constitutive equations of the first kind are transformed to Volterra integral equations of the first kind through simply adjusting the limit of integrals, and the general solutions to the deflection as well as bending moment and so on are derived and obtained explicitly through solving the integro‐differential governing equations with the Laplace transformation. Exact solutions are derived explicitly for different loading and boundary conditions, especially for the paradoxical beam problem while using nonlocal differential model. The analytical and asymptotic expressions of the beam deflections obtained in this paper are validated against to those existing analytical and numerical results in literature. It is clearly established that, with the application of the stress‐driven nonlocal integral model, a consistent toughening effect can be obtained for both Euler‐Bernoulli and Timoshenko beams.</jats:p>
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author Zhang, Jian‐Qiang, Qing, Hai, Gao, Cun‐Fa
author_facet Zhang, Jian‐Qiang, Qing, Hai, Gao, Cun‐Fa, Zhang, Jian‐Qiang, Qing, Hai, Gao, Cun‐Fa
author_sort zhang, jian‐qiang
container_issue 1
container_start_page 0
container_title ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik
container_volume 100
description <jats:title>Abstract</jats:title><jats:p>Eringen's nonlocal differential elasticity is widely applied to model nano‐ and micro‐structures, although previous studies have shown some inconsistences, e.g., the nonlocal parameter maybe has no effect on the deflection of Euler‐Bernoulli and Timoshenko beams subjected to some kinds of boundary and loading conditions. In this paper, the static bending analysis of Euler‐Bernoulli and Timoshenko beams is performed with the application of stress‐driven nonlocal integral model. The Fredholm type integral constitutive equations of the first kind are transformed to Volterra integral equations of the first kind through simply adjusting the limit of integrals, and the general solutions to the deflection as well as bending moment and so on are derived and obtained explicitly through solving the integro‐differential governing equations with the Laplace transformation. Exact solutions are derived explicitly for different loading and boundary conditions, especially for the paradoxical beam problem while using nonlocal differential model. The analytical and asymptotic expressions of the beam deflections obtained in this paper are validated against to those existing analytical and numerical results in literature. It is clearly established that, with the application of the stress‐driven nonlocal integral model, a consistent toughening effect can be obtained for both Euler‐Bernoulli and Timoshenko beams.</jats:p>
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imprint Wiley, 2020
imprint_str_mv Wiley, 2020
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publishDate 2020
publishDateSort 2020
publisher Wiley
record_format ai
recordtype ai
series ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik
source_id 49
spelling Zhang, Jian‐Qiang Qing, Hai Gao, Cun‐Fa 0044-2267 1521-4001 Wiley Applied Mathematics Computational Mechanics http://dx.doi.org/10.1002/zamm.201900148 <jats:title>Abstract</jats:title><jats:p>Eringen's nonlocal differential elasticity is widely applied to model nano‐ and micro‐structures, although previous studies have shown some inconsistences, e.g., the nonlocal parameter maybe has no effect on the deflection of Euler‐Bernoulli and Timoshenko beams subjected to some kinds of boundary and loading conditions. In this paper, the static bending analysis of Euler‐Bernoulli and Timoshenko beams is performed with the application of stress‐driven nonlocal integral model. The Fredholm type integral constitutive equations of the first kind are transformed to Volterra integral equations of the first kind through simply adjusting the limit of integrals, and the general solutions to the deflection as well as bending moment and so on are derived and obtained explicitly through solving the integro‐differential governing equations with the Laplace transformation. Exact solutions are derived explicitly for different loading and boundary conditions, especially for the paradoxical beam problem while using nonlocal differential model. The analytical and asymptotic expressions of the beam deflections obtained in this paper are validated against to those existing analytical and numerical results in literature. It is clearly established that, with the application of the stress‐driven nonlocal integral model, a consistent toughening effect can be obtained for both Euler‐Bernoulli and Timoshenko beams.</jats:p> Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik
spellingShingle Zhang, Jian‐Qiang, Qing, Hai, Gao, Cun‐Fa, ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik, Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model, Applied Mathematics, Computational Mechanics
title Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_full Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_fullStr Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_full_unstemmed Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_short Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_sort exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
title_unstemmed Exact and asymptotic bending analysis of microbeams under different boundary conditions using stress‐derived nonlocal integral model
topic Applied Mathematics, Computational Mechanics
url http://dx.doi.org/10.1002/zamm.201900148