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

Chuan Cheng Zhu; Shao Jun Fu; Ting Shuai; Xu Lan

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

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 66-68Analysis and Numerical Simulation of GFP-SN...

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

Abstract:

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 FLAC^3D 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.

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Periodical:

Applied Mechanics and Materials (Volumes 66-68)

Pages:

1628-1633

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.66-68.1628

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Online since:

July 2011

Authors:

Chuan Cheng Zhu, Shao Jun Fu, Ting Shuai, Xu Lan

Keywords:

Anchorage Mechanism, GFP-SN, Numerical Simulation, Pull-Out Test

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