Paper Title:
Bending Behavior Analysis of Composite Girders with Concrete Filled Tubular Flange
  Abstract

In order to study the bending capacity of steel and concrete composite girder with concrete filled tubular flange (SCCGCFTF), a formula for the ultimate bending capacity of normal section was proposed based on perfected elastic-plastic model for steel and restricted concrete model for inner high performance self-compacted concrete. Analysis result shows that the mechanical behavior under static load can be divided into two phases in accordance with confining effects. Confining effects strength of the concrete-filled steel tube flange was relation to the restriction effect coefficient ξ. The ratios of the calculated value to the experimental ultimate bending capacity were between 0.93 and 0.97. Therefore, the theoretical formula is relatively safe to calculate the ultimate bending capacity.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
2534-2537
DOI
10.4028/www.scientific.net/AMR.250-253.2534
Citation
C. S. Wang, X. L. Zhai, L. Duan, B. R. Li, "Bending Behavior Analysis of Composite Girders with Concrete Filled Tubular Flange", Advanced Materials Research, Vols. 250-253, pp. 2534-2537, 2011
Online since
May 2011
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Price
$32.00
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