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Information Journal Paper

Title

Cumulative Fatigue Damage Under stepwise Tension-Compression Loading

Pages

  17-21

Abstract

 Rock structures are subjected to cyclic tension-compression loading due to a blasting, earthquake, traffic, and injection-production in an underground storage case. Therefore, studying the fatigue behavior of rock samples under this type of loading is required. In this study, the accumulated fatigue damage for a Green Onyx rock sample consisting only one mineral composition with two-step high-low sequences of loading levels was investigated under a Completely Reversed Loading condition. New apparatus based on the R. R. Moore fatigue test machine was designed to assess this type of loading. A comparison was conducted between the predicted behavior of the Linear Damage Rule and the experimental data and a new damage model was proposed based on the experimental observation. The results showed a good agreement between the proposed damage model and the experimental data.

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    APA: Copy

    HAGHGOUEI, HADI, HASHEMOLHOSSEINI, HAMID, & BAGHBANAN, ALIREZA. (2018). Cumulative Fatigue Damage Under stepwise Tension-Compression Loading. INTERNATIONAL JOURNAL OF MINING AND GEO-ENGINEERING, 52(1), 17-21. SID. https://sid.ir/paper/330002/en

    Vancouver: Copy

    HAGHGOUEI HADI, HASHEMOLHOSSEINI HAMID, BAGHBANAN ALIREZA. Cumulative Fatigue Damage Under stepwise Tension-Compression Loading. INTERNATIONAL JOURNAL OF MINING AND GEO-ENGINEERING[Internet]. 2018;52(1):17-21. Available from: https://sid.ir/paper/330002/en

    IEEE: Copy

    HADI HAGHGOUEI, HAMID HASHEMOLHOSSEINI, and ALIREZA BAGHBANAN, “Cumulative Fatigue Damage Under stepwise Tension-Compression Loading,” INTERNATIONAL JOURNAL OF MINING AND GEO-ENGINEERING, vol. 52, no. 1, pp. 17–21, 2018, [Online]. Available: https://sid.ir/paper/330002/en

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