Analysis and Experimental Study on Mechanical Performance of the Extruded Forming Channel Type Embedded Part

Qian Tan; Chuan Guo Jia; Ying Min Li; Liu Liu

doi:10.4028/www.scientific.net/AMM.578-579.968

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Analysis and Experimental Study on Mechanical...

Analysis and Experimental Study on Mechanical Performance of the Extruded Forming Channel Type Embedded Part

Abstract:

A kind of channel type embedded part which has been disposed through extrusion forming new technology needed to extensive apply in engineering. Theoretical analysis and experimental research have been carried out on shear properties of bolt and one-way static pull-out performance of channel. Got the ultimate bearing capacity, deformation and failure mode, compared the results between test and finite element analysis, fit a formula for calculating the bearing capacity of channel. Experimental result shows that embedded parts working performance is good. It has higher strength than work load and the expected ultimate load according to the theoretical calculation. Meantime, specimens has relatively good ductility before failure. The test results have provided the experimental basis for the application of embedded parts in engineering.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

968-973

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.968

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Online since:

July 2014

Authors:

Qian Tan, Chuan Guo Jia, Ying Min Li, Liu Liu

Keywords:

Bearing Capacity, Channel Type Embedded Part, Experimental Study, Mechanical Performance

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References

[1] Sang-Dae Kim, in: Proceeding of innovative technology of hazard preparedness for super tall building( Jeju, Korea, 2007).

Google Scholar

[2] Xi-lin LU, Ming CHEN: Structural Engineers, Vol. 24(2008), pp.99-106. (In Chinese).

Google Scholar

[3] Technical specification for concrete structures of tall building(China Architecture & Building Press, Beijing 2011, in Chinese).

Google Scholar

[4] Wen-Yan DING, Yu SHAO, Cheng SU, Xin-Qiang ZHU, Kun WANG, Jie ZHANG: Steel pipe, Vol. 41(2012), pp.35-38. (in Chinese).

Google Scholar

[5] Shu-Mei XU, De-Yuan ZHOU, Da-Yong BI: Structural Engineers, Vol. 26(2010 ), pp.111-116. (In Chinese).

Google Scholar

[6] Da-yong BI: Experimental study on Tensile and anchorage performance of German Halfen Channel. (PhD dissertation Tongji University, 2009, In Chinese. ).

Google Scholar

[8] Carbon structural steel(China Standards Press, Beijing 2007, in Chinese).

Google Scholar