Load-carrying capacity of ultra-thin shells with and without CNTs reinforcement
Isotropic ultra-thin shells or membranes, as well as cable–membrane structures, cannot resist loads at the initial state and always require a form-finding process to reach the steady state. After this stage, they can work in a pure membrane state and quickly experience large deflection behavior, eve...
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sg-ntu-dr.10356-1648412023-02-20T02:36:02Z Load-carrying capacity of ultra-thin shells with and without CNTs reinforcement Nguyen, Tan N. Dang, L. Minh Lee, Jaehong Nguyen, Pho Van School of Mechanical and Aerospace Engineering Engineering::Mechanical engineering Load-Carrying Capacity Nonlinear Behavior Isotropic ultra-thin shells or membranes, as well as cable–membrane structures, cannot resist loads at the initial state and always require a form-finding process to reach the steady state. After this stage, they can work in a pure membrane state and quickly experience large deflection behavior, even with a small amplitude of load. This paper aims to improve the load-carrying capacity and strength of membrane structures via exploiting the advantages of functionally graded carbon-nanotube-reinforced composite (FG-CNTRC) material. In this work, the load-carrying capacity and nonlinear behavior of membrane structures with and without CNTs reinforcement are first investigated using a unified adaptive approach (UAA). As an advantage of UAA, both form finding and postbuckling analysis are performed conveniently and simultaneously based on a modified Riks method. Different from the classical membrane theory, the present theory (first-order shear deformation theory) simultaneously takes into account the membrane, shear and bending strains/stiffnesses of structures. Accordingly, the present formulation can be applied adaptively and naturally to various types of FG-CNTRC structures: plates, shells and membranes. A verification study is conducted to show the high accuracy of the present approach and formulation. Effects of CNTs distribution, volume fraction, thickness, curvature, radius-to-thickness and length-to-radius ratios on the form-finding and postbuckling behavior of FG-CNTRC membranes are particularly investigated. In particular, equilibrium paths of FG-CNTRC membrane structures are first provided in this paper. Published version This research was funded by National Research Foundation of Korea grant number NRF2020R1A4A2002855. 2023-02-20T02:36:01Z 2023-02-20T02:36:01Z 2022 Journal Article Nguyen, T. N., Dang, L. M., Lee, J. & Nguyen, P. V. (2022). Load-carrying capacity of ultra-thin shells with and without CNTs reinforcement. Mathematics, 10(9), 10091481-. https://dx.doi.org/10.3390/math10091481 2227-7390 https://hdl.handle.net/10356/164841 10.3390/math10091481 2-s2.0-85129893960 9 10 10091481 en Mathematics © 2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https:// creativecommons.org/licenses/by/ 4.0/). application/pdf |
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Engineering::Mechanical engineering Load-Carrying Capacity Nonlinear Behavior Nguyen, Tan N. Dang, L. Minh Lee, Jaehong Nguyen, Pho Van Load-carrying capacity of ultra-thin shells with and without CNTs reinforcement |
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Isotropic ultra-thin shells or membranes, as well as cable–membrane structures, cannot resist loads at the initial state and always require a form-finding process to reach the steady state. After this stage, they can work in a pure membrane state and quickly experience large deflection behavior, even with a small amplitude of load. This paper aims to improve the load-carrying capacity and strength of membrane structures via exploiting the advantages of functionally graded carbon-nanotube-reinforced composite (FG-CNTRC) material. In this work, the load-carrying capacity and nonlinear behavior of membrane structures with and without CNTs reinforcement are first investigated using a unified adaptive approach (UAA). As an advantage of UAA, both form finding and postbuckling analysis are performed conveniently and simultaneously based on a modified Riks method. Different from the classical membrane theory, the present theory (first-order shear deformation theory) simultaneously takes into account the membrane, shear and bending strains/stiffnesses of structures. Accordingly, the present formulation can be applied adaptively and naturally to various types of FG-CNTRC structures: plates, shells and membranes. A verification study is conducted to show the high accuracy of the present approach and formulation. Effects of CNTs distribution, volume fraction, thickness, curvature, radius-to-thickness and length-to-radius ratios on the form-finding and postbuckling behavior of FG-CNTRC membranes are particularly investigated. In particular, equilibrium paths of FG-CNTRC membrane structures are first provided in this paper. |
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School of Mechanical and Aerospace Engineering |
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School of Mechanical and Aerospace Engineering Nguyen, Tan N. Dang, L. Minh Lee, Jaehong Nguyen, Pho Van |
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Article |
author |
Nguyen, Tan N. Dang, L. Minh Lee, Jaehong Nguyen, Pho Van |
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Nguyen, Tan N. |
title |
Load-carrying capacity of ultra-thin shells with and without CNTs reinforcement |
title_short |
Load-carrying capacity of ultra-thin shells with and without CNTs reinforcement |
title_full |
Load-carrying capacity of ultra-thin shells with and without CNTs reinforcement |
title_fullStr |
Load-carrying capacity of ultra-thin shells with and without CNTs reinforcement |
title_full_unstemmed |
Load-carrying capacity of ultra-thin shells with and without CNTs reinforcement |
title_sort |
load-carrying capacity of ultra-thin shells with and without cnts reinforcement |
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2023 |
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https://hdl.handle.net/10356/164841 |
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1759058809995657216 |