The Finite Element Analysis of Tower Crane Safety Performance

Chi Chen; Tian Lu; Hao Yuan Chen; Li Cheng Tian

doi:10.4028/www.scientific.net/AMM.405-408.1135

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Application of Acoustic Emission Tomography Technique in Concrete
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A Power Spectral Analysis Method for Wind-Induced Response of Flexible Structures
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Research on Performance Effect Factors of Flexural Member for Concrete Filled Rectangular Steel Tube
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The Finite Element Analysis of Tower Crane Safety Performance
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408The Finite Element Analysis of Tower Crane Safety...

The Finite Element Analysis of Tower Crane Safety Performance

Abstract:

Taking QTZ630 tower crane as the research object, this thesis will use parameter language APDL of finite element analysis software ANSYS direct modeling. Then set the basic parameters of the material, mesh, and finally conduct static analysis. Combining the actual situation, the normal operation of tower cranes in three different conditions of deformation and internal force is analyzed, the results show that three conditions of the maximum displacement and stress values to meet the design requirements specification and there is still a material balance itself.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

1135-1138

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.1135

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Online since:

September 2013

Authors:

Chi Chen, Tian Lu, Hao Yuan Chen, Li Cheng Tian

Keywords:

Finite Element Analysis (FEA), Safety Performance, Tower Crane

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References

[1] Wei Li. ANSYS finite element analysis software used in Civil Engineering [M]. Beijing: China Water Power Press，2007.

Google Scholar

[2] Levin R I, Lieven N A J. Dynamic finite element model updating using neural networks [J]. Journal of Sound and Vibration, 1998, 210(5): 593-607.

DOI: 10.1006/jsvi.1997.1364

Google Scholar

[3] Brooks P C, Sharp R S. A Computational procedure based on eigenvalue sensitivity theory applicable to linear system design [J]. Journal of Sound and Vibration, 1987, 114(1): 13-18.

DOI: 10.1016/s0022-460x(87)80229-8

Google Scholar

[4] Homaifar A, Qi C X, Lai S H. Constrained optimization via genetic algorithms [J]. Simulation, 1994, 62(4): 242-254.

DOI: 10.1177/003754979406200405

Google Scholar

[5] GB/T13752. 1992，Ddsign rules for tower cranes[S]. Beijing: State Bureau of Technical Supervision，1992. Ming Lv. Based on special non-working state wind load tower crane safety analysis.

Google Scholar