Dynamic analysis of tension cable using degenerated solid beam element

DOI

10.2991/iccahe-16.2016.161How to use a DOI?

Keywords

Finite element; degenerated solid beam element; natural vibration

Abstract

Based on spatial elasticity theory, the fundamental beam assumptions are introduced into the 20-node spatial isoparametric finite element that constructing the degenerated solid beam element in order to overcome the simulation limitations of the beam element on its cross-section scale. According to the numerical examples about the natural vibration analysis of cables, the results show the degenerated solid beam element has the effectiveness and stability precision. Moreover, the element can also be used to analyze the vibration of the varied cross section cable and some cable in the complex three-dimensional boundary.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Duzheng Shi
PY  - 2016/10
DA  - 2016/10
TI  - Dynamic analysis of tension cable using degenerated solid beam element
BT  - Proceedings of the 2016 5th International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2016)
PB  - Atlantis Press
SP  - 1035
EP  - 1040
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccahe-16.2016.161
DO  - 10.2991/iccahe-16.2016.161
ID  - Shi2016/10
ER  -