Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Hien Ta Duy"'
Publikováno v:
Engineering, Technology & Applied Science Research, Vol 13, Iss 1 (2023)
This paper deals with a continuous beam resting on elastic support with elastic modulus derived from a random process. Governing equations of the stochastic higher-order finite element method of the free vibration of the continuous beam were derived
Externí odkaz:
https://doaj.org/article/9912b2741d5d4ef3bdde474a7f1d2b10
Publikováno v:
In Computer Methods in Applied Mechanics and Engineering 1 September 2020 369
Publikováno v:
In Applied Mathematical Modelling March 2019 67:676-687
Autor:
Hien, Ta Duy, Quang, Bui Thanh
Publikováno v:
In Materials Today: Proceedings 2019 19 Part 2:158-160
Autor:
Hien, Ta Duy
Publikováno v:
In Materials Today: Proceedings 2019 19 Part 2:148-151
Autor:
Hien, Ta Duy, Noh, Hyuk-Chun
Publikováno v:
In Computer Methods in Applied Mechanics and Engineering 1 May 2017 318:845-863
Autor:
Hien Ta Duy
Publikováno v:
Transport and Communications Science Journal. 71:359-367
Publikováno v:
Transport and Communications Science Journal. 71:46-55
Based on the increase in tensile strength and toughness (43% and 30%, respectively), the feasibility of the hybrid nanofibers containing Single-walled carbon nanotubes and Nylon 66 on reinforcing cementitious materials has been clarified. The well-li
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811671593
This work presents the Monte Carlo simulation based on finite element analysis to investigate the natural frequencies of the beam on an elastic foundation with uncertain material. The elastic modulus is assumed as a homogeneous Gaussian random field.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81c0920266652bcc7982ea1e0c220662
https://doi.org/10.1007/978-981-16-7160-9_50
https://doi.org/10.1007/978-981-16-7160-9_50
Publikováno v:
Structural Engineering and Mechanics. 52:1033-1049
The free vibration of functionally graded material (FGM) beams on an elastic foundation and spring supports is investigated. Young\'s modulus, mass density and width of the beam are assumed to vary in thickness and axial directions respectively follo