Paper Title:
Numerical Simulation Analysis of Pullout Test of Planting Steel - A New Reinforcement Technique
  Abstract

The paper proposed a new reinforcement technique-planting steel technique. By numerical simulation analysis of planting steel, the load – slip curve, the load – stress curve and others were obtained. Meanwhile, ultimate bearing capacity of angle was calculated, and the ultimate bearing capacities with the same model at different anchorage depths were compared. With the anchorage depth increased, the ultimate bearing capacity increased too. But while the anchorage depth increased to a certain value, the ultimate bearing capacity no longer increased. All these provided a theoretical basis for the engineering application of planting steel technique.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
3739-3744
DOI
10.4028/www.scientific.net/AMR.163-167.3739
Citation
J. C. Mu, H. F. Xi, Y. H. Wu, S. Q. Li, G. H. Yang, "Numerical Simulation Analysis of Pullout Test of Planting Steel - A New Reinforcement Technique", Advanced Materials Research, Vols. 163-167, pp. 3739-3744, 2011
Online since
December 2010
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Price
$32.00
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