Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Lamine Belounar"'
Publikováno v:
Civil Engineering Journal. 8:2096-2109
This research paper proposes a new triangular cylindrical finite element for static and free vibration analysis of cylindrical structures. The formulation of the proposed element is based on deep shell theory and uses assumed strain functions instead
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5da8b4cbe2a59bb1cffb4a3009dfbe84
https://doi.org/10.28991/cej-2022-08-10-06
https://doi.org/10.28991/cej-2022-08-10-06
Publikováno v:
International Journal of Computational Methods. 20
This paper deals with the formulation of a novel four-node quadrilateral finite element based on the first-order shear deformation theory and using the strain-based approach for static and free vibration responses of composite plates. The developed e
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7ce07f16347cf89b32372cb2e1373db9
https://doi.org/10.1142/s0219876222500347
https://doi.org/10.1142/s0219876222500347
Publikováno v:
World Journal of Engineering. 19:620-631
Purpose This paper aims to describe the formulation of a new finite element by assuming the strain field rather than the displacement field and by using the Reissner–Mindlin plate theory for the free vibration analysis of bending plates. This quadr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eae82eca63bdbf81bdddf33370ca427d
https://doi.org/10.1108/wje-02-2021-0114
https://doi.org/10.1108/wje-02-2021-0114
Publikováno v:
Journal of The Institution of Engineers (India): Series C. 101:331-346
This paper presents the development of a quadrilateral plate bending finite element for the computation of natural frequencies of plates with arbitrary geometry. This element is based on the Reissner–Mindlin plate theory using assumed strains rathe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3a313a64451832609631008bd54d556
https://doi.org/10.1007/s40032-020-00555-w
https://doi.org/10.1007/s40032-020-00555-w
Static, free vibration, and buckling analysis of plates using strain-based Reissner–Mindlin elements
Publikováno v:
International Journal of Advanced Structural Engineering, Vol 11, Iss 2, Pp 211-230 (2019)
A quadrilateral and a triangular element based on the strain approach are developed for static, free vibration and buckling analyses of Reissner–Mindlin plates. The four-node triangular element SBTP4 has the three essential external degrees of free
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a8a856cfad100c11cf9c42c1011b67c9
http://link.springer.com/article/10.1007/s40091-019-0226-4
http://link.springer.com/article/10.1007/s40091-019-0226-4
Publikováno v:
European Journal of Computational Mechanics. :1-21
This paper deals with the static and free vibration validation of a new three-dimensional brick finite element based on the strain approach. The developed element possesses nine nodes and 3 degrees...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::996505058f234e45bd6352eab2bf5d19
https://doi.org/10.1080/17797179.2018.1560845
https://doi.org/10.1080/17797179.2018.1560845
Publikováno v:
Mechanics of Advanced Materials and Structures. 27:620-632
In this work, the formulation of a new triangular finite element is presented for static and free vibration of plate bending. The developed element which contains the three essential external degre...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::323a36f0d4bf186bca10aa82511bc976
https://doi.org/10.1080/15376494.2018.1488310
https://doi.org/10.1080/15376494.2018.1488310
Publikováno v:
International Journal of Geotechnical Engineering. :1-9
In this paper, numerical computations using FLAC code are carried out to develop a new practical reinforcement technique using geosynthetic reinforcement to increase the load bearing capacity of shallow foundations on a sand soil. In all previous wor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5fdf2ce99d218aa09f528290b2073a18
https://doi.org/10.1080/19386362.2017.1309136
https://doi.org/10.1080/19386362.2017.1309136
Publikováno v:
Soil Mechanics and Foundation Engineering. 51:173-180
The design of cofferdams is often dominated by the water flow around the sheet piles. The seepage flow influences the stability of the wall where bulk heave, boiling, liquefaction, or failure by reduction of the earth pressure may occur. Several meth
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d15ac9f8a33629b1bae12058edd7e27
https://doi.org/10.1007/s11204-014-9274-8
https://doi.org/10.1007/s11204-014-9274-8
Autor:
Lamine Belounar, Cherif Rebiai
Publikováno v:
Measurement. 50:263-269
Based on the strain approach, a new simple and efficient four-node quadrilateral membrane finite element with drilling rotation is developed. It can be used for the elastic and elastoplastic analysis. The displacements field of this element is based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8d766198766fc96f667defec6b518f3c
https://doi.org/10.1016/j.measurement.2013.12.043
https://doi.org/10.1016/j.measurement.2013.12.043