Dynamic Tensile Test of Granite and Its Tensile Sensitivity

Joint Authors

Man, Ke
Song, Zhifei
Liu, Xiaoli

Source

Advances in Civil Engineering

Issue

Vol. 2020, Issue 2020 (31 Dec. 2020), pp.1-9, 9 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2020-10-23

Country of Publication

Egypt

No. of Pages

9

Main Subjects

Civil Engineering

Abstract EN

Through the dynamic splitting tensile test under various loading rates, different mechanical parameters have been analyzed; not only the dynamic peak stress but also the dynamic peak strain has a good linear relationship with the strain rate.

The tensile sensitivity obtained from the dynamic tensile test increases with strain rate gradually, and it shows a nearly linear relation, which fully indicates that the granite specimen is a strain rate sensitive material.

Moreover, with the numerical simulation, the damage area of the specimen is consistent with the actual failure mode of the specimen.

Furthermore, the influenced factor on the dynamic tensile strength is discussed, which illuminates that the most fundamental reason of the rate effect is that the stress wave velocity is faster than the crack propagation velocity in the specimen during the impact process.

American Psychological Association (APA)

Man, Ke& Song, Zhifei& Liu, Xiaoli. 2020. Dynamic Tensile Test of Granite and Its Tensile Sensitivity. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-9.
https://search.emarefa.net/detail/BIM-1123628

Modern Language Association (MLA)

Man, Ke…[et al.]. Dynamic Tensile Test of Granite and Its Tensile Sensitivity. Advances in Civil Engineering No. 2020 (2020), pp.1-9.
https://search.emarefa.net/detail/BIM-1123628

American Medical Association (AMA)

Man, Ke& Song, Zhifei& Liu, Xiaoli. Dynamic Tensile Test of Granite and Its Tensile Sensitivity. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-9.
https://search.emarefa.net/detail/BIM-1123628

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1123628