Research on Stability Bearing Capacity for Pole and Tower Compression Members with Two Legs Connection

Xian Lei Cao

doi:10.4028/www.scientific.net/AMM.214.315

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 214Research on Stability Bearing Capacity for Pole...

Research on Stability Bearing Capacity for Pole and Tower Compression Members with Two Legs Connection

Abstract:

In order to research the stability bearing capacity of high strength pole and tower compression members, analytical method and numerical simulation method were used to study stability on high strength axial compression members. Researched the impact of different slenderness ratio, different cross-section factors on the bearing capacity; energy relationship was using in analytical method, the boundary conditions issue is simplified according to different end restraint capacity; the failure modes and stability bearing capacity of members were studied by numerical simulation. Compared with the experimental results show that the numerical simulation and elastic theory analytical solution overestimate the capacity of members, but the numerical results have better agreement than the elastic theory analytical solution, which can show the numerical simulation method is right. Experiment method can obtain more secure mechanical behavior of high-strength angle steel member with axial loading.

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Periodical:

Applied Mechanics and Materials (Volume 214)

Pages:

315-319

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.214.315

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Online since:

November 2012

Authors:

Xian Lei Cao

Keywords:

Analytical Method, High Strength Single Angle, Numerical Simulation

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References

[1] CAO Xianlei: Study on Stablity Capacity of Q460 High-strength Steel Single-Angle Compression Members (Xi'an University of Architecture & Technology, China 2010).

Google Scholar

[2] GB 50017-2003: Code for Design of Steel Structure (China Planning Press, China 2003).

Google Scholar

[3] L/T 5154-2002: Technical Regulation of Design for Tower and Pole Structures of Overhead Transmission Line (China Electric Power Press, China 2002).

Google Scholar

[4] ASCE 10-1997: Design of latticed steel transmission structures (American Society of Civil Engineers, New York 1997).

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[5] EN1993-3-1: Tower, Masts and Chimney-Towers and Masts Design (Eurocode 3-design of steel structures- part 3-1, Landon 2006).

DOI: 10.3403/30126882

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[6] CHEN Shaofan: Design philosophy of steel structure (Science Press, China 2005).

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[7] CAO Xianlei, HAO Jiping, ZHANG Tianguang, et al.: submitted to Journal of Civil, Architectural & Environmental Engineering (2009).

Google Scholar