Flexural Analysis for Tapered Cross-Section Steel-Concrete Material Composite Beam

Jun Xia; Zhi Qiang Shen; Kun Liu

doi:10.4028/www.scientific.net/KEM.703.371

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Influence of Structural Irregularities of Tserkov Building on its Dynamic Behavior under Induced Seismic Shock of Mining Origin
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Flexural Analysis for Tapered Cross-Section Steel-Concrete Material Composite Beam
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Test Study on the Compressive Strength Properties of Compacted Clayey Soil
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The Water Retention Characteristics of an Unsaturated Compacted Loess Material
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HomeKey Engineering MaterialsKey Engineering Materials Vol. 703Flexural Analysis for Tapered Cross-Section...

Flexural Analysis for Tapered Cross-Section Steel-Concrete Material Composite Beam

Abstract:

The flexural behavior of tapered cross-section steel-concrete composite material beams frequently used in structural engineering is strongly influenced by the type of shear connection between the steel beam and the concrete slab. The 1D high order finite element model for tapered cross-section steel-concrete composite material beams with interlayer slip were established in this paper. The Numerical results for deflection and interlayer slip of the composite beam with two typical boundary conditions were compared with ANSYS using 2D plane stress element. The 1D element is more efficient and economical for the common tapered cross-section steel-concrete composite material beams in engineering.