M
Mohammed A. Msekh
Researcher at University of Babylon
Publications - 17
Citations - 1564
Mohammed A. Msekh is an academic researcher from University of Babylon. The author has contributed to research in topics: Fracture mechanics & Finite element method. The author has an hindex of 12, co-authored 17 publications receiving 1187 citations. Previous affiliations of Mohammed A. Msekh include University of the Witwatersrand & Universiti Teknologi MARA.
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Damage and fracture algorithm using the screened Poisson equation and local remeshing
TL;DR: In this paper, a crack propagation algorithm which is independent of particular constitutive laws and specific element technology is proposed, which consists of a localization limiter in the form of the screened Poisson equation with local mesh refinement.
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Fracture properties prediction of clay/epoxy nanocomposites with interphase zones using a phase field model
Mohammed A. Msekh,Mohammed A. Msekh,N. H. Cuong,Goangseup Zi,Pedro M. A. Areias,Xiaoying Zhuang,Timon Rabczuk +6 more
TL;DR: In this paper, a phase field approach is employed to model fracture in the matrix and the interphase zone of the polymeric nanocomposites (PNCs) while the stiff clay platelets are considered as linear elastic material.
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Phase-field analysis of finite-strain plates and shells including element subdivision
Pedro M. A. Areias,Pedro M. A. Areias,Timon Rabczuk,Timon Rabczuk,Mohammed A. Msekh,Mohammed A. Msekh +5 more
TL;DR: In this paper, a phase-field model of crack regularization was proposed for elastic and elasto-plastic materials, where two independent phase fields correspond to the lower and upper faces of the shell.
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Abaqus implementation of phase-field model for brittle fracture
Mohammed A. Msekh,Mohammed A. Msekh,Juan Michael Sargado,M. Jamshidian,Pedro M. A. Areias,Timon Rabczuk,Timon Rabczuk +6 more
TL;DR: A phase-field model for brittle fracture is implemented in the commercial finite element software Abaqus by means of UEL and UMAT subroutines and removes the need for numerical tracking of discontinuities in the displacement field that are characteristic of discrete crack methods.
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Abaqus implementation of monolithic and staggered schemes for quasi-static and dynamic fracture phase-field model
TL;DR: By comparing the phase-field model as a diffusive crack model and the extended finite-element method (XFEM) as a discrete crack model, good agreement is obtained and the influence of the model-regularization parameter is investigated based on experimental results.