Failure mechanism and constitutive relation for an anchorage segment of an anchor cable under pull-out loading-Reference-Cited by-同舟云学术

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Failure mechanism and constitutive relation for an anchorage segment of an anchor cable under pull-out loading

Published:2020-06-12 Issue:8 Volume:231 Page:3305-3317
ISSN:0001-5970
Container-title:Acta Mechanica
language:en
Short-container-title:Acta Mech

Author:

Wang S. R.,Wang Y. H.,Gong J.,Wang Z. L.,Huang Q. X.,Kong F. L.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Computational Mechanics

Link

https://link.springer.com/content/pdf/10.1007/s00707-020-02717-4.pdf

Reference32 articles.

1. Kaiser, P.K., Yazici, S., Nosé, J.: Effect of stress change on the bond strength of fully grouted cables. Int. J. Rock Mech. Min. 29, 293–306 (1992)

2. Li, X.W., Aziz, N., Mirzaghorbanali, A., Nemcik, J.: Comparison of the shear test results of a cable bolt on three laboratory test apparatuses. Tunn. Undergr. Sp. Tech. 61, 82–89 (2017)

3. Wang, S.R., Xiao, H.G., Zou, Z.S., Cao, C., Wang, Y.H., Wang, Z.L.: Mechanical performances of transverse rib bar during pull-out test. Int. J. Appl. Mech. 11, Article 1950048 (2019)

4. Andrianov, I.V., Danishevskyy, V.V., Topol, H.: Local stress distribution in composites for pulled-out fibers with axially varying bonding. Acta Mech. (2020). https://doi.org/10.1007/s00707-020-02634-6

5. Liew, K.M., Akbar, A.: The recent progress of recycled steel fiber reinforced concrete. Constr. Build. Mater. 232, Article 117232 (2020)

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