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Finite Element Analysis of Concrete-Filled Rectangular Steel Tubular Y-Connections under Tension
Rectangular steel truss Y-connections, whose chord is filled in concrete, is described. The behavior of Y-connections include hollow structural section and concrete-filled section loaded in tension is analyzed by means of finite element analysis. It is shown that there is a significant improvement in strength and stiffness of Y-connections with concrete-filled chord.
Finite Element Analysis of Concrete-Filled Rectangular Steel Tubular Y-Connections under Tension
Rectangular steel truss Y-connections, whose chord is filled in concrete, is described. The behavior of Y-connections include hollow structural section and concrete-filled section loaded in tension is analyzed by means of finite element analysis. It is shown that there is a significant improvement in strength and stiffness of Y-connections with concrete-filled chord.
Finite Element Analysis of Concrete-Filled Rectangular Steel Tubular Y-Connections under Tension
Advanced Materials Research ; 1065-1069 ; 2095-2098
11.12.2014
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Finite Element Analysis of Concrete-Filled Rectangular Steel Tubular Y-Connections under Tension
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