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Finite element modeling of tubular truss bearings

Steel & Composite structures : an international journal, v.5 no.1, 2005년, pp.49 - 70  

Kozy, B. (Department of Civil & Environmental Engineering, University of Pittsburgh) ,  Earls, C.J. (Department of Civil & Environmental Engineering, University of Pittsburgh)

Abstract ▼ AI-Helper 아이콘AI-Helper

This paper reports on finite element analysis techniques that may be applied to the study of circular hollow structural sections and related bearing connection geometries. Specifically, a connection detail involving curved steel saddle bearings and a Structural Tee (ST) connected directly to a large...

주제어

#tubular truss   #truss bearing   #pipe bearing   #pipe crushing   #curved saddles   #nonlinear finite element analysis  

참고문헌 (24)

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    상세보기 crossref

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  18. PENNDOT (2003a),"Overhead sign structures - 2-Post & 4-Post tri-chord truss spans from 18 288 to 73 152 (60' to 240') notes and design criteria", Standard Drawings for Bridge Design - BD 644-M, Commonwealth of Pennsylvania Department of Transportation, Harrisburg, Pennsylvania. 

  19. PENNDOT (2003b),"Overhead sign structures - 2-Post & 4-Post tri-chord truss spans from 18 288 to 73 152 (60' to 240') notes and design criteria", Standard Drawings for Bridge Construction - BC 744-M, Commonwealth of Pennsylvania Department of Transportation, Harrisburg, Pennsylvania. 

  20. Popov, E.P., Zayas, V.A., Mahin, S.A. (1979),"Cyclic inelastic buckling of thin tubular columns", J. Struct. Div., 105(ST11). 

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    상세보기 crossref

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