Dynamics Simulation of Large Tower Structure Lifting Process Based on CABLE Modeling

Hong Zhi Zhang; Xuan Yu Sheng

doi:10.4028/www.scientific.net/AMM.533.145

Paper Titles

Analysis of Structure Technology and Sports Buildings Design Factors
p.123

Analysis on the Impact of the Backstays Forms on the Performance of Inclined Tower Cable-Stayed Bridge
p.127

Analysis on the Development of Residential Building Energy Conservation
p.135

Chaotic Threshold for Axial Loaded Beam Bridge under Moving Loads
p.140

Dynamics Simulation of Large Tower Structure Lifting Process Based on CABLE Modeling
p.145

Influence of Wave Passage Effect on Seismic Response of Truss String Structure Co-Working with its Base Frame
p.154

Blast Vibration Response of Tunnel Influenced by Confining Pressure and Surrounding Rock Type
p.159

Numerical Simulation of Frame Structure Blasting Demolition under Explosive Loading
p.164

Numerical Analysis on the Failure Process of Jointed Rock under the Effect of Seepage
p.170

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 533Dynamics Simulation of Large Tower Structure...

Dynamics Simulation of Large Tower Structure Lifting Process Based on CABLE Modeling

Abstract:

In this paper, three-dimensional model of the flexible steel wire rope was established by using CABLE software in CATIA software. After defining the physical parameters of the steel wire rope, the dynamics analysis model of wire rope was established in motion workbench. Further fully model was assembled and simulated including cranes, tower, ground in motion workbench. Finally, we obtained hoisting structure of the trajectory curve, dynamic response, eccentric structure, flipping, etc., as well as interference with the surrounding objects.

You might also be interested in these eBooks

Modern Tendencies in Engineering Sciences

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 533)

Pages:

145-153

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.533.145

Citation:

Cite this paper

Online since:

February 2014

Authors:

Hong Zhi Zhang, Xuan Yu Sheng*

Keywords:

Dynamic Model, Flexible Body, Lifting Simulation, Tower Structure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] A. Zhang n, S. Chen, Research based on ADAMS flexible body modeling, Coal mine machinery, 32(2011) 95-97.

Google Scholar

[2] X. Li, J . BU, Y. HUANG, J. HUANG, Study of flexible body dynamic simulation using SIMPACK, Machine building and automation, 39 (2010) 91-94.

Google Scholar

[3] X. JIA, D. ZHANG, Bending Fatigue Damage Behavior of Bearing Wire Rope on Different Pre-tension, Journal of mechanical engineering, 47(201)131-36.

DOI: 10.3901/jme.2011.24.031

Google Scholar

[4] J. Ma, S. Ge, D. Zhang, Research on three-dimensional contact model and stress distribution between wires of steel strand, China mechanical engineering, l23 (2012) 864-868.

Google Scholar

[5] H. LIU, Q. ZHANG, The parallel mechanism based on ADAMS combined rigid-flexible simulation analysis, Manufacturing industry automation, 34(2012) 75-77.

Google Scholar