Natural frequencies of pre-buckled rods and gridshells
•An implicit algorithm is developed to simulate the dynamic response of predeformed gridshells.•The frequencies for both pre-buckled rods and gridshells show a linear decrease as the enlarge of compressive distance.•The natural frequency would linearly depend on the number of rods in an elastic grid...
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| Published in | Applied Mathematical Modelling Vol. 107; pp. 621 - 636 |
|---|---|
| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
New York
Elsevier Inc
01.07.2022
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
| ISSN | 0307-904X 1088-8691 0307-904X |
| DOI | 10.1016/j.apm.2022.03.011 |
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| Abstract | •An implicit algorithm is developed to simulate the dynamic response of predeformed gridshells.•The frequencies for both pre-buckled rods and gridshells show a linear decrease as the enlarge of compressive distance.•The natural frequency would linearly depend on the number of rods in an elastic gridshell.
A discrete differential geometry (DDG)-based method is proposed to numerically study the natural frequencies of elastic rods and gridshells in their post-buckling configurations. A fully implicit numerical framework is developed based on Discrete Elastic Rods (DER) algorithm, in order to characterize the mechanical behaviors of an elastic gridshell comprised of multiple rods. When their footprints are constrained along a shrinking trajectory, the slender structures as well as their constructed network would experience a geometrically nonlinear instability and deform into an out-of-plane configuration. By checking the eigenvalues and eigenvectors of the mass and stiffness matrix, the linear vibration near the post-buckling equilibria are characterized through a numerical approach. Exploiting the efficiency and the robustness of the developed discrete method, a systematic parameter sweep is performed to quantify the vibration frequency of pre-buckled gridshells with respect to the number of rods and the pre-compressed distance. It is found that the natural frequency for both pre-deformed rods and gridshells would linearly decrease as the enlargement of compressive distance, even though the geometrically nonlinear deformations have been taken into account. Moreover, the vibration frequency almost linearly rises when the number of rods in a gridshell becomes larger. These findings could provide a fundamental insight in revealing more complex structural dynamics and facilitating the designs of buckling-induced assembly in some man-made systems, e.g., avoidance of the resonance in soft electronics. |
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| AbstractList | •An implicit algorithm is developed to simulate the dynamic response of predeformed gridshells.•The frequencies for both pre-buckled rods and gridshells show a linear decrease as the enlarge of compressive distance.•The natural frequency would linearly depend on the number of rods in an elastic gridshell.
A discrete differential geometry (DDG)-based method is proposed to numerically study the natural frequencies of elastic rods and gridshells in their post-buckling configurations. A fully implicit numerical framework is developed based on Discrete Elastic Rods (DER) algorithm, in order to characterize the mechanical behaviors of an elastic gridshell comprised of multiple rods. When their footprints are constrained along a shrinking trajectory, the slender structures as well as their constructed network would experience a geometrically nonlinear instability and deform into an out-of-plane configuration. By checking the eigenvalues and eigenvectors of the mass and stiffness matrix, the linear vibration near the post-buckling equilibria are characterized through a numerical approach. Exploiting the efficiency and the robustness of the developed discrete method, a systematic parameter sweep is performed to quantify the vibration frequency of pre-buckled gridshells with respect to the number of rods and the pre-compressed distance. It is found that the natural frequency for both pre-deformed rods and gridshells would linearly decrease as the enlargement of compressive distance, even though the geometrically nonlinear deformations have been taken into account. Moreover, the vibration frequency almost linearly rises when the number of rods in a gridshell becomes larger. These findings could provide a fundamental insight in revealing more complex structural dynamics and facilitating the designs of buckling-induced assembly in some man-made systems, e.g., avoidance of the resonance in soft electronics. A discrete differential geometry (DDG)-based method is proposed to numerically study the natural frequencies of elastic rods and gridshells in their post-buckling configurations. A fully implicit numerical framework is developed based on Discrete Elastic Rods (DER) algorithm, in order to characterize the mechanical behaviors of an elastic gridshell comprised of multiple rods. When their footprints are constrained along a shrinking trajectory, the slender structures as well as their constructed network would experience a geometrically nonlinear instability and deform into an out-of-plane configuration. By checking the eigenvalues and eigenvectors of the mass and stiffness matrix, the linear vibration near the post-buckling equilibria are characterized through a numerical approach. Exploiting the efficiency and the robustness of the developed discrete method, a systematic parameter sweep is performed to quantify the vibration frequency of pre-buckled gridshells with respect to the number of rods and the pre-compressed distance. It is found that the natural frequency for both pre-deformed rods and gridshells would linearly decrease as the enlargement of compressive distance, even though the geometrically nonlinear deformations have been taken into account. Moreover, the vibration frequency almost linearly rises when the number of rods in a gridshell becomes larger. These findings could provide a fundamental insight in revealing more complex structural dynamics and facilitating the designs of buckling-induced assembly in some man-made systems, e.g., avoidance of the resonance in soft electronics. |
| Author | Huang, Weicheng Chen, Qiang Qin, Longhui |
| Author_xml | – sequence: 1 givenname: Weicheng surname: Huang fullname: Huang, Weicheng organization: School of Mechanical Engineering, Southeast University, Nanjing 211189, China – sequence: 2 givenname: Longhui surname: Qin fullname: Qin, Longhui organization: School of Mechanical Engineering, Southeast University, Nanjing 211189, China – sequence: 3 givenname: Qiang surname: Chen fullname: Chen, Qiang email: qiangchen@seu.edu.cn organization: School of Mechanical Engineering, Southeast University, Nanjing 211189, China |
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| Snippet | •An implicit algorithm is developed to simulate the dynamic response of predeformed gridshells.•The frequencies for both pre-buckled rods and gridshells show a... A discrete differential geometry (DDG)-based method is proposed to numerically study the natural frequencies of elastic rods and gridshells in their... |
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| SubjectTerms | Algorithms Buckling instability Configurations Deformation Differential geometry Dynamics Eigenvalues Eigenvectors Elastic gridshells Linear vibration Numerical simulation Postbuckling Resonant frequencies Robustness (mathematics) Rods Stiffness matrix |
| Title | Natural frequencies of pre-buckled rods and gridshells |
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