The Investigation of Stability Analysis of Tube and Coupler Scaffold

Hua Zhi Li; Zhe Liu; Jia Yong Miao

doi:10.4028/www.scientific.net/AMR.594-597.730

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 594-597The Investigation of Stability Analysis of Tube...

The Investigation of Stability Analysis of Tube and Coupler Scaffold

Abstract:

The tube and coupled scaffold is widely used in the construction of building, bridge, sports stadium etc, due to the advantage of easily assembling, high load capacity and good overall stiffness. However as a very important temporary structure in the construction, the semi-empirical method has been used for the calculation of ultimate load capacity (ULC), whether the calculation results are acceptable is not given too much attention. To ascertain the safety of using process, the FEM code-Midas is used to investigate and compare the stability and ultimate load analysis method of scaffold, and the impacting factors, such as the span, step distance, height, and width of scaffold, are discussed, the varying process and trend is described in this paper.

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Periodical:

Advanced Materials Research (Volumes 594-597)

Pages:

730-733

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.594-597.730

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Online since:

November 2012

Authors:

Hua Zhi Li*, Zhe Liu, Jia Yong Miao

Keywords:

Stability Analysis, Tube and Coupler Scaffold, Ultimate Load Capacity (ULC)

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References

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