| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 809481 | International Journal of Rock Mechanics and Mining Sciences | 2013 | 5 Pages |
Uniaxial and triaxial compression tests on steel fibre reinforced shotcrete (SFRS) have been used to quantify the elastic–plastic response behaviour for both the peak and post-peak regions. The laboratory tests were conducted with a servo-controlled testing machine to obtain complete stress–strain curves. The test results include unconfined and triaxial compressive strengths, shear strengths and tensile strengths together with the elastic and plastic mechanical properties of SFRS. A method is also suggested for obtaining the plasticity parameters for non-linear modelling of SFRS.
► Uniaxial and triaxial compression tests on steel fibre reinforced shotcrete. ► Conducted with a servo-controlled machine to obtain complete stress–strain curves. ► Test results include strengths, elastic and plastic mechanical properties. ► Suggested for obtaining the plasticity parameters for non-linear modelling.
