Paper Title:
Composite Behavior of Concrete Slab with Steel Decking under Flexural Loading
  Abstract

In this study, mechanical behavior and failure pattern of composite concrete deck were investigated. A unique dimension of steel concrete deck was fabricated and tested in four-point bending. Two series of decking were also designated with bolts at a spacing of 15 cm and 30 cm, used to compare with those without bolt. Totally, 9 composite concrete decks were tested in a close-loop servo-hydraulic testing system (MTS) using displacement control. Load versus displacement curves as well as failure patterns of the specimens were studied to figure out the mechanical behavior of this type of composite structure.

  Info
Periodical
Advanced Materials Research (Volumes 284-286)
Chapter
Composites
Edited by
Xiaoming Sang, Pengcheng Wang, Liqun Ai, Yungang Li and Jinglong Bu
Pages
628-632
DOI
10.4028/www.scientific.net/AMR.284-286.628
Citation
Y. C. Kan, L. H. Chen, C. H. Wu, T. Yen, H. W. Liao, "Composite Behavior of Concrete Slab with Steel Decking under Flexural Loading", Advanced Materials Research, Vols. 284-286, pp. 628-632, 2011
Online since
July 2011
Export
Price
$32.00
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