Zobrazeno 1 - 10
of 25
pro vyhledávání: '"Charles Ike"'
Autor:
Charles Ike
Publikováno v:
Engineering and Technology Journal, Vol 42, Iss 1, Pp 90-103 (2024)
This paper presents analytical solutions for the buckling of thick beams. The Bernoulli-Euler beam theory (BEBT) overestimates their critical buckling load. This paper has derived a cubic polynomial shear deformation beam buckling theory (CPSDBBT) fr
Externí odkaz:
https://doaj.org/article/89b32b8d581c443498bbd9526c53daab
Autor:
Charles Ike
Publikováno v:
Engineering and Technology Journal, Vol 42, Iss 5, Pp 446-459 (2023)
The Westergaard half-space problem has been solved using the potential theory in this work. It is a classical theme in elasticity theory that seeks to find the displacements and stresses in the half-space caused by known boundary loads. It has import
Externí odkaz:
https://doaj.org/article/a611b1774bf84ad0aafaec9bd22537ac
Autor:
Charles Ike, Tarig Elzaki
Publikováno v:
Engineering and Technology Journal, Vol 41, Iss 11, Pp 1274-1285 (2023)
Free vibration analysis of thin beams under dynamic excitation is important in design to prevent resonance failures that occur when the excitation frequency coincides with the natural vibration frequency. In this paper, the Elzaki transform method (E
Externí odkaz:
https://doaj.org/article/0cb8636f6e604f2aa2d813859ef22fee
Autor:
Charles Ike
Publikováno v:
Engineering and Technology Journal, Vol 41, Iss 11, Pp 1286-1297 (2023)
The determination of free vibration frequencies of thin beams on Winkler foundations is important in their design to avoid resonant failures when the excitation frequency equals the least natural frequency. This article presents the determination of
Externí odkaz:
https://doaj.org/article/1229f5b58772452bac37480c982ee567
Autor:
Charles Ike
Publikováno v:
Engineering and Technology Journal, Vol 41, Iss 11, Pp 1403-1413 (2023)
This paper derives buckling solutions for single variable thick plate buckling problems using the double finite sine transform method (DFSTM). The problem governing partial differential equation (GPDE), originally formulated by Shimpi and others, use
Externí odkaz:
https://doaj.org/article/7b178bd6c8e04918adee6abcb5715c72
Cosine Integral Transform Method for Solving the Westergaard Problem in Elasticity of the Half-Space
Autor:
Charles Ike
Publikováno v:
Civil Engineering Infrastructures Journal, Vol 53, Iss 2, Pp 313-339 (2020)
The cosine integral transform method is applied to find the expressions for spatial variations of displacements and stresses in the Westergaard continuum under vertical concentrated loading, and distributed loadings acting over lines and geometric ar
Externí odkaz:
https://doaj.org/article/239ec38bd0e8470ca86733924786f69f
Autor:
Charles Ike
Publikováno v:
Advances in Modelling and Analysis A. 56:13-20
Autor:
Charles Ike
Publikováno v:
Mathematical Modelling of Engineering Problems. 4:145-154
Autor:
Augustine Asiduba Igwe, Ogochukwu Kelechi Onyeso, Israel Adandom, Kelechi Mirabel Onyeso, Canice Chukwudi Anyachukwu, Oluwagbohunmi A. Awosoga, Charles Ikechukwu Ezema, Goddy Chuba Okoye
Publikováno v:
Bulletin of Faculty of Physical Therapy, Vol 28, Iss 1, Pp 1-10 (2023)
Abstract Background Exploration of biomarkers for debilitating diseases such as cervical spondylosis is important to revolutionize clinical diagnosis and management of such conditions. The study aimed to determine the correlation between neck pain an
Externí odkaz:
https://doaj.org/article/478554a96c15415bb891bafd473ebcda
Publikováno v:
Energies, Vol 17, Iss 13, p 3213 (2024)
The classical four-level nested neutral point-clamped (4L NNPC) inverter-leg is a hybrid of the flying-capacitor and diode-clamped 4L-inverter-leg configurations. Though uniform reduced voltage stress (1/3 of input voltage) on constituting switches i
Externí odkaz:
https://doaj.org/article/8951cce2013e4c37a9d483c80fd2391e