Analysis and Numerical Simulation of GFP-SN Anchorage Mechanism on Laboratory Pullout Tests

Abstract:

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As a new type of material, Glass Fiber Polymer-Soil nailing (GFP-SN) can replace the steel to be applied in the slope support, excavation support and other civil engineering. It was being concerned by more and more engineers. GFP-SN anchorage mechanism need be analysized and studied deeply to be used well. In this paper, numerical simulation software FLAC3D was used to simulate the pullout tests of GFP-SN. The results show that the diameter of GFP-SN, the embedded length of GFP-SN and the maximum pull force had great influence on the drawing force, the pull force is proportional with them. Besides, it is obvious that the embedded mode of GFP-SN has a certain influence on bar’s drawing force property.

Info:

Periodical:

Edited by:

Honghua Tan

Pages:

1628-1633

DOI:

10.4028/www.scientific.net/AMM.66-68.1628

Citation:

C. C. Zhu et al., "Analysis and Numerical Simulation of GFP-SN Anchorage Mechanism on Laboratory Pullout Tests", Applied Mechanics and Materials, Vols. 66-68, pp. 1628-1633, 2011

Online since:

July 2011

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Price:

$35.00

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