Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Mustapha Fouaidi"'
Publikováno v:
Engineering Analysis with Boundary Elements. 146:460-472
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::52d79cad8be9d63abe18f484da946d54
https://doi.org/10.1016/j.enganabound.2022.10.029
https://doi.org/10.1016/j.enganabound.2022.10.029
Publikováno v:
Journal of Intelligent Material Systems and Structures. 34:944-959
This work aims to propose an implicit algorithm for solving the magnetoelastic wave propagation in a magnetostrictive actuator. This algorithm is built by combining meshless methods with the Newmark implicit time scheme. The mathematical formulation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9cf757c962b8ee966ec93f5b43178980
https://doi.org/10.1177/1045389x221128572
https://doi.org/10.1177/1045389x221128572
Publikováno v:
Engineering Analysis with Boundary Elements. 115:40-51
In this paper, a numerical algorithm combining the meshless collocation technique based on the globally supported Multiquadric Radial Basis Function (MQRBF) approximation method and the Asymptotic Numerical Method (ANM) is developed to investigate th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0647c264c71500e609a52d0838be0b80
https://doi.org/10.1016/j.enganabound.2020.02.010
https://doi.org/10.1016/j.enganabound.2020.02.010
Publikováno v:
Engineering Analysis with Boundary Elements. 99:89-99
In this paper, a high order mesh-free method is investigated for buckling and post-buckling analysis of shells subjected to external loadings. This high order mesh-free method is built within the framework of the First Order Shear Deformation Theory
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::feafc24427b3bce3f462bc8c7327b7e5
https://doi.org/10.1016/j.enganabound.2018.11.014
https://doi.org/10.1016/j.enganabound.2018.11.014
Publikováno v:
Engineering with Computers.
The paper presents a numerical analysis of the behavior of single-layered graphene sheet (SLGS) using a mesh-free approach based on a nonlocal continuum plate model (NCPM). The adopted NCPM constructed by incorporating the nonlocal elasticity theory
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dcc7ac31d0f259003e424997ef01bcd7
https://doi.org/10.1007/s00366-020-00941-z
https://doi.org/10.1007/s00366-020-00941-z
Publikováno v:
Aerospace Science and Technology. 110:106479
In this paper, the linear bending response of straight, thin to moderately thick functionally graded (FG) composite beams reinforced with graphene oxide powder (GOP) and subjected to two types of static mechanical loads, with various boundary conditi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f4501de97b4d340fc3657452bfa71e2
https://doi.org/10.1016/j.ast.2020.106479
https://doi.org/10.1016/j.ast.2020.106479
Publikováno v:
Composite Structures. 252:112593
In this paper, the nonlinear bending analysis of Functionally Graded Porous (FGP) beams is investigated using an efficient numerical algorithm associating a meshless collocation technique uses the Multiquadric Radial Basis Function (MQRBF) approximat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bfeb1e84efc6834e8a379fa0bb43feb1
https://doi.org/10.1016/j.compstruct.2020.112593
https://doi.org/10.1016/j.compstruct.2020.112593