Paper Title:
Mechanics Performance of Complex High Titanium Heavy Slag Reinforcement Concrete Beam
  Abstract

Through the anti-bending performance of the normal section experiment on four complex high titanium heavy slag reinforcement concrete beams and two ordinary RC beams, we compare them with concrete strength and longitudinal reinforcement ratio as parameters, and explore the performance of complex high titanium heavy slag reinforcement concrete beams on supporting capacity, crack, stiffness and ductility. The results show that, under the same conditions designed, the performance of complex high titanium heavy slag reinforcement concrete beams on the cracking moment, ultimate moment, the average crack width, stiffness and ductility is better than that of ordinary RC beams, presenting a typical normal section destruction. The findings of the present study provides reference to the application of complex high titanium heavy slag concrete into engineer structuring.

  Info
Periodical
Advanced Materials Research (Volumes 168-170)
Edited by
Lijuan Li
Pages
2013-2020
DOI
10.4028/www.scientific.net/AMR.168-170.2013
Citation
J. K. Sun, W. Chen, S. H. Huang, Y. M. Li, "Mechanics Performance of Complex High Titanium Heavy Slag Reinforcement Concrete Beam", Advanced Materials Research, Vols. 168-170, pp. 2013-2020, 2011
Online since
December 2010
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Price
$32.00
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