Effect of porosity on the thermal buckling of functionally graded material (FGM) sandwich plates under different boundary conditions

Autor: Abdelbasset Chedad, Noureddine Elmeiche, Souad Hamzi, Hichem Abbad

Publikováno v: Mechanics Based Design of Structures and Machines. :1-23

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::2ab3d8210f4791a80bf1932e019860c8
https://doi.org/10.1080/15397734.2022.2148691

Bending and Free Vibration Analysis of Functionally Graded Sandwich Pile on Elastic Foundation Using Rayleigh-Ritz Method

Autor: Nair Khiloun, Noureddine Elmeiche, Hichem Abbad, Ismail Mechab

Publikováno v: Advanced Materials Research. 1174:47-64

The present study aims to carry out a parametric investigation on a pile made of different materials, and subjected to static and dynamic loading resulting from the weight of the structure and the shear force acting on the head of the pile. It is wor

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::18ba9ac848bac2cc9833c63ef37945cc
https://doi.org/10.4028/p-5h29l1

Study of the interaction of the rupture zones of contiguous anchor plates in analogical medium

Autor: Ismail Mechab, C. Zemri, Noureddine Elmeiche, Hichem Abbad

Publikováno v: MATEC Web of Conferences, Vol 149, p 02068 (2018)

Knowing what occurs above anchor plates is certainly instructive. In this general vision of the interaction soil-anchor plates that our work was directed. An experimental study which required the design and implantation of a model containing plastic

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::42db36e59b6d179d32311faabecc1238
https://doaj.org/article/1452efaf90c94757b71f050193d5660e

Buckling of Generic Higher-Order Shear Beam/Columns with Elastic Connections: Local and Nonlocal Formulation

Autor: Noureddine Elmeiche, Ismail Mechab, Mohammed Ameur, Noël Challamel, Mohammed Sid Ahmed Houari, Hassen Ait Atmane

Publikováno v: Journal of Engineering Mechanics-ASCE
Journal of Engineering Mechanics-ASCE, American Society of Civil Engineers, 2013, 139 (8), pp.1091-1109. ⟨10.1061/(ASCE)EM.1943-7889.0000542⟩

In this paper, the buckling behavior of generic higher-order shear beam models is investigated in a unified framework. This paper shows that most higher-order shear beam models developed in the literature (polynomial, sinusoidal, exponential shear st

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::25bc04549f24c77a429ca3cfbe6d86b1
https://doi.org/10.1061/(asce)em.1943-7889.0000542