Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Ismail, Mechab"'
Autor:
Amine Zemri, Ismail Mechab
Publikováno v:
Vojnotehnički Glasnik, Vol 72, Iss 3, Pp 1272-1305 (2024)
Introduction/purpose: This paper presents a numerical study of the forced dynamic behavior of a functionally graded beam subjected to a harmonically varying transversely concentrated moving force using a higher-order shear deformation theory. Met
Externí odkaz:
https://doaj.org/article/2d0a6f746c8d4c2493c855f0215623b1
Publikováno v:
Mechanics Based Design of Structures and Machines. :1-26
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
Autor:
Khaled Benali, Baghdad Krour, Mohamed Atif Benatta, Khetir Hafid, Mohamed Bachir Bouiadjra, Ismail Mechab, Fabrice Bernard
Publikováno v:
Engineering Structures
Engineering Structures, 2023, 280, pp.115690. ⟨10.1016/j.engstruct.2023.115690⟩
Engineering Structures, 2023, 280, pp.115690. ⟨10.1016/j.engstruct.2023.115690⟩
International audience; Strengthening concrete beams by prestressed or not prestressed composite plates has become one of the widely used techniques in civil engineering with the aim of improving the durability of infrastructures, specifically agains
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e42e46ac20e2c389539986c585695f3b
https://hal.science/hal-04019368
https://hal.science/hal-04019368
Autor:
Souad, Hamzi1, Ismail, Mechab2, Hichem, Abbad3, Noureddine, Elmeiche3 noureddine.elmeiche@univ-sba.dz
Publikováno v:
Periodica Polytechnica: Civil Engineering. 2021, Vol. 65 Issue 1, p255-275. 21p.
Autor:
Ben-Oumrane, Sallai, Abedlouahed, Tounsi, Ismail, Mechab, Mohamed, Bachir Bouiadjra, Mustapha, Meradjah, El Abbas, Adda Bedia
Publikováno v:
In Computational Materials Science February 2009 44(4):1344-1350
Publikováno v:
Applied Mathematical Modelling. 40:738-749
A free vibration of FGM nanoplate resting on Winkler–Pasternak elastic foundations is investigated based on two variable refined plate theory. The small scale effects are introduced using the nonlocal elasticity theory. The effect of material prope
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
Publikováno v:
Proceedings of the Third International Symposium on Materials and Sustainable Development ISBN: 9783319897066
This study presents a mechanical model to predict the effective damped viscoelastic behavior of a functional grading material (FGM). A detailed parametric study is carried out to elucidate the dynamic response of an Euler-Bernoulli beam with finite l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5a6d8ee96de6c817a61d938a025fc19a
https://doi.org/10.1007/978-3-319-89707-3_25
https://doi.org/10.1007/978-3-319-89707-3_25
Publikováno v:
Composites Part B: Engineering
Composites Part B: Engineering, 2017, 119, pp.18-31. ⟨10.1016/j.compositesb.2017.03.006⟩
Composites Part B: Engineering, Elsevier, 2017, 119, pp.18-31. ⟨10.1016/j.compositesb.2017.03.006⟩
Composites Part B: Engineering, 2017, 119, pp.18-31. ⟨10.1016/j.compositesb.2017.03.006⟩
Composites Part B: Engineering, Elsevier, 2017, 119, pp.18-31. ⟨10.1016/j.compositesb.2017.03.006⟩
International audience; This paper presents an analytically and numerical study of the warping phenomenon in short beams, thick plates and anisotropic materials. A transverse shear higher order theory is considered. The equilibrium equations are insp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d23e321866567992bd85f311b8d59e09
https://univ-rennes.hal.science/hal-01508439
https://univ-rennes.hal.science/hal-01508439