Analysis on the Interfacial Dilatancy Effect in Anchorage Zone of Grouted Bolts

Ying Guo; Guang Yi Zhu; Xin Liang Jiang; Zhi Fei Song

doi:10.4028/www.scientific.net/AMM.166-169.459

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Analysis on the Interfacial Dilatancy Effect in...

Analysis on the Interfacial Dilatancy Effect in Anchorage Zone of Grouted Bolts

Abstract:

The interfacial mechanical characteristics in anchorage zone of grouted bolts influence the ultimate capacity of bolts directly; a push-out test was carried out at the lab to study the interfacial mechanical characteristics in the case of bond failure happening at the grout-rock interface, leaned from some scholars to test methods for analysis of concrete microstructure instead of rocks. The commercial finite element software ANSYS method was adapted to analyze the dilatancy effect on the concrete during the grout was pushed out. Using conversion between compressive strength and tensile strength of concrete cube, the tensile strength can be calculated, as the basis for destruction of the concrete matrix.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

459-462

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.459

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Online since:

May 2012

Authors:

Ying Guo, Guang Yi Zhu, Xin Liang Jiang, Zhi Fei Song

Keywords:

Dilatancy, Finite Element Method (FEM), Grouted Bolts

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References

[1] Ren Qingwen, Luo Jun. Overview of the application and reinforcement mechanism of bolts[J]. Advances Science and Technology of Water Resources, 1997, 17(1): 29–33.(in Chinese).

Google Scholar

[2] Lutz L. Gergeley. M, Mechanics of bond and slip of deformed bars in concrete[J], Journal of American Concrete Institute, 1967, 64 (11):711一721.

Google Scholar

[3] Hansor N. W., Influence of surface roughness of prestressing strand on bond performance[J], Journal of prestressed Concrete Institute, l969, 14(1): 32-45.

Google Scholar

[4] Goto Y., Cracks formed in concrete mound deformed tension bars[J], Journal of American Concrete Institute, 1971, 68(4):244-251.

DOI: 10.14359/11325

Google Scholar

[5] Rong Guan, Zhu Huanchun, Zhou Chuangbing., Testing study on working mechanism of fully grouted bolts of thread steel and smooth steel[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(3):469-475. (in Chinese).

Google Scholar

[6] You Chunan. Theory and application study on stress-transfer mechanism of anchoring system[D]. (in Chinese). distance to interfacial (mm) first principal stress（MPa） Fig.7 Variation of the first principal stress at the top surface

Google Scholar

[7] Kenro Mitsui, Zongjin Li et al. Relationship between microstructure and mechanical properties of the paste-aggregate interface [J]. ACI Materials Jounal, 1994, 91[1]: 30-39.

DOI: 10.14359/4447

Google Scholar