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Hadi Haeri

Researcher at Islamic Azad University

Publications -  109
Citations -  1410

Hadi Haeri is an academic researcher from Islamic Azad University. The author has contributed to research in topics: Ultimate tensile strength & Fracture mechanics. The author has an hindex of 18, co-authored 93 publications receiving 933 citations. Previous affiliations of Hadi Haeri include Sharif University of Technology.

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Experimental and numerical study of crack propagation and coalescence in pre-cracked rock-like disks

TL;DR: In this paper, the failure load of pre-cracked disks was measured, showing the decreasing effects of the cracks and their orientation on the final failure load, and the breakage process of the disks was studied by inserting single and double cracks with different inclination angles.
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Fracture analyses of different pre-holed concrete specimens under compression

TL;DR: In this article, the cracks coalescence path in Brazilian disc and rectangular specimens made from rock-like material containing multi-holes are investigated, and the results presented in this paper validate the accuracy and applicability of these crack analyses procedures.
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Experimental and numerical analysis of Brazilian discs with multiple parallel cracks

TL;DR: In this paper, the breaking load of pre-cracked Brazilian disc specimens is measured under compressive line loading and it is shown that as the number of cracks increases, the final breakage load of the specimen decreases.
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Simulating the crack propagation and cracks coalescence underneath TBM disc cutters

TL;DR: In this article, a coupled numerical-experimental analysis of crack propagation, cracks coalescence produced during the cutting action of TBM disc cutters has been studied, and a numerical code is developed based on the higher order semi-infinite displacement discontinuity method (HSDDM) for the numerical simulation of rock-cutting process.
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XFEM and experimental simulation of failure mechanism of non-persistent joints in mortar under compression

TL;DR: In this article, the effects of joint number and angularities on the both of the compressive behavior of joint's bridge area and its tensile strength were investigated using experimental and extend finite element method.