Zobrazeno 1 - 10
of 38
pro vyhledávání: '"Dibyendu Adak"'
Autor:
Yu Leng, Lampros Svolos, Dibyendu Adak, Ismael Boureima, Gianmarco Manzini, Hashem Mourad, Jeeyeon Plohr
Publikováno v:
Mathematics in Engineering, Vol 5, Iss 6, Pp 1-22 (2023)
We discuss the design and implementation details of two conforming virtual element methods for the numerical approximation of two partial differential equations that emerge in phase-field modeling of fracture propagation in elastic material. The two
Externí odkaz:
https://doaj.org/article/fd38e71e028c4c0995c278ceb748bffa
Autor:
Dibyendu Adak
Publikováno v:
Numerical Methods for Partial Differential Equations. 39:3246-3270
Publikováno v:
Practice Periodical on Structural Design and Construction. 28
Publikováno v:
Computers & Mathematics with Applications. 116:48-70
We design a virtual element method for the numerical treatment of the two-dimensional parabolic variational inequality problem on unstructured polygonal meshes. Due to the expected low regularity of the exact solution, the virtual element method is b
Publikováno v:
Innovative Infrastructure Solutions. 8
Autor:
Donkupar Francis Marbaniang, Arkamitra Kar, Dibyendu Adak, Kruthi Kiran Ramagiri, Dodda Srinivas, Indrajit Ray
Publikováno v:
ACI Materials Journal.
Publikováno v:
International Journal of Structural Integrity. 12:799-814
PurposeSelf-healing concrete is a revolutionary building material that will generally reduce the maintenance cost of concrete constructions. Self-healing of cracks in concrete structure would contribute to a longer service life of the concrete and wo
Publikováno v:
ESAIM: Mathematical Modelling and Numerical Analysis. 55:2535-2566
In this work, a new Virtual Element Method (VEM) of arbitrary order k ≥ 2 for the time dependent Navier–Stokes equations in stream-function form is proposed and analyzed. Using suitable projection operators, the bilinear and trilinear terms are d
Publikováno v:
Structures. 30:134-145
In today’s rapid infrastructure development, reinforced concrete (RC) construction accounts for majority of the total residential, commercial and industrial projects. These RC structures, once constructed, deteriorates significantly during their se
Publikováno v:
Structures. 29:2067-2081
The present research work is focused on the experimental and numerical studies on the structural behaviour of Concrete Filled Steel Tube (CFST) and Reinforced Cement Concrete (RCC) stub columns of different concrete grade. The experimental result of