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Qianbing Zhang

Researcher at Monash University

Publications -  106
Citations -  4503

Qianbing Zhang is an academic researcher from Monash University. The author has contributed to research in topics: Split-Hopkinson pressure bar & Fracture (geology). The author has an hindex of 27, co-authored 94 publications receiving 2752 citations. Previous affiliations of Qianbing Zhang include Shandong University & École Polytechnique Fédérale de Lausanne.

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A Review of Dynamic Experimental Techniques and Mechanical Behaviour of Rock Materials

TL;DR: A review of the development and the state of the art in dynamic testing techniques and dynamic mechanical behaviour of rock materials can be found in this article, where a detailed description of various dynamic mechanical properties (e.g., uniaxial and triaxial compressive strength, tensile strength, shear strength and fracture toughness) and corresponding fracture behaviour are discussed.
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Determination of mechanical properties and full-field strain measurements of rock material under dynamic loads

TL;DR: A detailed experimental procedure for the quantitative determination of mechanical properties and full-field strain measurement of rock material under dynamic loads was presented in this paper, where three kinds of testing methods, i.e., notched semi-circular bending, Brazilian disc, and uniaxial compression, were conducted using a split Hopkinson pressure bar (SHPB) system.
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Effect of loading rate on fracture toughness and failure micromechanisms in marble

TL;DR: In this article, the authors used a micromechanical model to examine the intergranular and transgranular fracture properties of a marble and found that fracture toughness and surface roughness were dependent on loading rate.
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Damage evolution mechanisms of rock in deep tunnels induced by cut blasting

TL;DR: In this paper, a tension and compression-shear damage model is developed, and then is implemented into the commercial software LS-DYNA as a user-defined material model, and the comparison between numerical results and an existing field test is conducted.
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Analysis of damage mechanisms and optimization of cut blasting design under high in-situ stresses

TL;DR: In this article, the Riedel-Hiermaier-Thoma (RHT) model in the LS-DYNA software was employed to assess the causes of the difficulties encountered in cut blasting.