Analysis Of Sinusoidal Loads On A Simply Supported Beam Using Hyperbolic Shear Deformation Theory

Background: The overlaid bar speculation has been approved in a few fields, including sports, flight, medication, and marine developments. Cantilever radiates, fixed radiates, and basically upheld radiates were dissected under different stacking situations. Arrangements were tracked down as relocations and stresses for fixed radiates, just upheld radiates, and different layered cross-utilize covered composite cantilever radiates exposed to variable, uniform, and sinusoidal burdens. Contrasting angle proportions consider fluctuating results concerning relocation, twisting pressure, and shear pressure. The constitutive relationship and balance condition are utilized to process the shear stresses. The virtual dislodging guideline is utilized to decide the covered composite beams exaggerated capability (HYSDT) and relocation field.

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Publication Details

Journal
Nanotechnology Perceptions
Published
2024-11-04
DOI
https://doi.org/10.62441/nano-ntp.vi.3034
Primary Topic
Structural Analysis and Optimization
Type
article
Field-Weighted Citation Impact
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article

Analysis Of Sinusoidal Loads On A Simply Supported Beam Using Hyperbolic Shear Deformation Theory

Durgesh H. Tupe, R. Pathak, Mahesh V. Ghotkar, Satish G. Gajbhiv
Nanotechnology Perceptions
Structural Analysis and Optimization
article

Analysis Of Sinusoidal Loads On A Simply Supported Beam Using Hyperbolic Shear Deformation Theory

Durgesh H. Tupe, R. Pathak, Mahesh V. Ghotkar, Satish G. Gajbhiv
article en

Abstract

Background: The overlaid bar speculation has been approved in a few fields, including sports, flight, medication, and marine developments. Cantilever radiates, fixed radiates, and basically upheld radiates were dissected under different stacking situations. Arrangements were tracked down as relocations and stresses for fixed radiates, just upheld radiates, and different layered cross-utilize covered composite cantilever radiates exposed to variable, uniform, and sinusoidal burdens. Contrasting angle proportions consider fluctuating results concerning relocation, twisting pressure, and shear pressure. The constitutive relationship and balance condition are utilized to process the shear stresses. The virtual dislodging guideline is utilized to decide the covered composite beams exaggerated capability (HYSDT) and relocation field.

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Structural Analysis and Optimization
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