Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Kouider Halim Benrahou"'
Autor:
Abderahman Younsi, Fouad Bourada, Abdelmoumen Anis Bousahla, Abdelhakim Kaci, Abdelouahed Tounsi, Kouider Halim Benrahou, Mofareh Hassan Ghazwani
Publikováno v:
Fizicheskaya Mezomekhanika. 26:113-134
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a4712d8ae638ea91ea8ac9be875c35ea
https://doi.org/10.55652/1683-805x_2023_26_1_113
https://doi.org/10.55652/1683-805x_2023_26_1_113
Autor:
Abdelmadjid Lounis, Youcef, Djamel Ould, Abdelmoumen Anis Bousahla, Bourada, Fouad, Abdelhakim Kaci, Houari Heireche, Abdeldjebbar Tounsi, Kouider Halim Benrahou, Abdelouahed Tounsi, Muzamal Hussain
This paper presents the bending and buckling analyses of simply supported nanowires using various classical and non-classical higher-order shear deformation theories (HSDTs). The one dimensional structure is modeled with including the surface effects
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::af7838a7d7b6a0d12e6ae65054171738
Publikováno v:
Steel and Composite Structures. 22:91-112
In this paper, post-buckling behavior of sandwich plates with functionally graded (FG) face sheets under uniform temperature rise loading is examined based on both sinusoidal shear deformation theory and stress function. It is supposed that the sandw
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d52c4d68511b39ed469acc8339c5176
https://doi.org/10.12989/scs.2016.22.1.091
https://doi.org/10.12989/scs.2016.22.1.091
Publikováno v:
Steel and Composite Structures. 20:227-249
The objective of this work is to present a zeroth-order shear deformation theory for free vibration analysis of functionally graded (FG) nanoscale plates resting on elastic foundation. The model takes into consideration the influences of small scale
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8b655c24b02ef42e34cbfe13e5611e6
https://doi.org/10.12989/scs.2016.20.2.227
https://doi.org/10.12989/scs.2016.20.2.227
Publikováno v:
Steel and Composite Structures. 19:93-110
The thermomechanical bending response of anti-symmetric cross-ply composite plates is investigated by the use of the simple four variable sinusoidal plate theory. The theory accounts for sinusoidal distribution of transverse shear stress, and satisfi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2a959b164d48d760814f1fcf91ce6d5
https://doi.org/10.12989/scs.2015.19.1.093
https://doi.org/10.12989/scs.2015.19.1.093
Publikováno v:
Composite Structures. 123:430-442
Traditionally, the vibrations of bituminous beam are damped by inherent damping properties. In this research, smart materials are used to control and reduce the vibration of such beams. The study focused on the passive piezoelectric vibration shunt c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::432af6e75f3ac38804e7f4d59e3350a8
https://doi.org/10.1016/j.compstruct.2014.12.044
https://doi.org/10.1016/j.compstruct.2014.12.044
Autor:
Kouider Halim Benrahou, Mohammed Sid Ahmed Houari, Abdelouahed Tounsi, Hichem Bellifa, Lazreg Hadji
Publikováno v:
Journal of the Brazilian Society of Mechanical Sciences and Engineering. 38:265-275
A new first-order shear deformation theory is developed for bending and dynamic behaviors of functionally graded plates. Moreover, the number of unknowns of this theory is the least one comparing with the traditional first-order and the other higher
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d80b91f42e17f1db6ef098423e2c9b5b
https://doi.org/10.1007/s40430-015-0354-0
https://doi.org/10.1007/s40430-015-0354-0
Publikováno v:
Steel and Composite Structures. 18:443-465
In this paper, an efficient and simple trigonometric shear deformation theory is presented for thermal buckling analysis of functionally graded plates. It is assumed that the plate is in contact with elastic foundation during deformation. The theory
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3b9ad03287f99150dc53488292abdc7d
https://doi.org/10.12989/scs.2015.18.2.443
https://doi.org/10.12989/scs.2015.18.2.443
Autor:
Khalil Belakhdar, Kouider Halim Benrahou, Benaoumeur El Mahi, Abdelouahed Tounsi, El Abbes Adda Bedia, Sofiane Amziane
Publikováno v:
Steel and Composite Structures. 17:601-621
Repairing and strengthening structural members by bonding composite materials have received a considerable attention in recent years. The major problem when using bonded FRP or steel plates to strengthen existing structures is the high interfacial st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::408c68a9fc15abec8cec36a0f0c2086b
https://doi.org/10.12989/scs.2014.17.5.601
https://doi.org/10.12989/scs.2014.17.5.601
Publikováno v:
Journal of Applied Mechanics and Technical Physics. 55:857-869
The thermoelastic buckling behavior of a thick plate made of a functionally graded material is investigated in this paper by using an exponential shear deformation plate theory. A simple power law based on the rule of mixtures is used to estimate the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::982994ed5006d9257832276e800bb170
https://doi.org/10.1134/s0021894414050150
https://doi.org/10.1134/s0021894414050150