Nonlinear Finite Element Analysis on Integral Forced Performance for Steel Tubular High Scaffold with Couplers

Xue Feng Cai; Jin Ping Zhuang; Ming Bei Tuo

doi:10.4028/www.scientific.net/AMR.243-249.1321

Paper Titles

Experimental Analysis on Mode Localization of Damaged Reticulated Shell Structures
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Numerical Analysis of Double Plate Foundation Applied in Goaf
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Design and Bearing Capacity Study of Multi-Wing Branch Pile
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Flexural Behavior of Concrete-Filled FRP-Steel Composite Circular Tubes
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Nonlinear Finite Element Analysis on Integral Forced Performance for Steel Tubular High Scaffold with Couplers
p.1321

Investigation on Buckling of Cylindrical Shells and Influences of Boundary Conditions
p.1326

The Experimental Study on Prestress Losses of Steel Stranded Wire in Non-Coherent Prestressed Concrete Silos
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Experimental Study on Improved Beam-to-Column Connections of Steel Moment Frame
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Ultimate Load Analysis of Reinforced Concrete Beam with Finite Element
p.1340

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Nonlinear Finite Element Analysis on Integral...

Nonlinear Finite Element Analysis on Integral Forced Performance for Steel Tubular High Scaffold with Couplers

Abstract:

The characteristics of integral forced prformance for seel tubular high scaffold with couplers were introduced and deficiencies were pointed out in the paper. Integral forced prformance for steel tubular high scaffold with couplers was simulated by finite element software ABAQUS. Couplers joint was simulated with nolinear elastic spring element model. Eigenvalue buckling analysis was used to get the most stability capacity. The simulated result agrees well with previous experimental result.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

1321-1325

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.1321

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Online since:

May 2011

Authors:

Xue Feng Cai, Jin Ping Zhuang, Ming Bei Tuo

Keywords:

ABAQUS, Integral Forced Performance, Steel Tubular High Scaffold with Couplers

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References

[1] Xuexia Yuan. Study on Reliability of Formwork-Supporting System during Building Construction. Zhejiang University for Doctor Degree of Engineering, 2006. In Chinese

Google Scholar

[2] Xuefeng Zhang. Global Stress Analysis of high formwork support system of fastener-style steel pipe for case-in-place concrete structure. Zhejiang University of Technology for the Degree of Master of Engineering. 2006. In Chinese

Google Scholar

[3] JGJ 162-2008. Technical code for safety of forms in construction(in Beijing). In Chinese

Google Scholar

[4] Xuefeng Cai, Jizhong zhou, Jinping zhuang. Construction Site Measurement of High or Large-Span Form Strut System. Advanced Materials Research Vols. 163-167 (2011) pp.1226-1231. In Chinese

DOI: 10.4028/www.scientific.net/amr.163-167.1226

Google Scholar