Free Vibration Analysis of Steel-Concrete Pervious Beams

This study investigated the free vibration analysis of steel-concrete porous beams with partial or complete shear interface using a finite-element model based on the cubic order beam theory. The present model assumes uniform porosity distribution along the beam thickness. It is assumed that the axi...

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Main Authors: Prashant Kumar, Ajay Kumar
Format: Article
Language:English
Published: D. G. Pylarinos 2023-06-01
Series:Engineering, Technology & Applied Science Research
Subjects:
Online Access:https://etasr.com/index.php/ETASR/article/view/5913
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author Prashant Kumar
Ajay Kumar
author_facet Prashant Kumar
Ajay Kumar
author_sort Prashant Kumar
collection DOAJ
description This study investigated the free vibration analysis of steel-concrete porous beams with partial or complete shear interface using a finite-element model based on the cubic order beam theory. The present model assumes uniform porosity distribution along the beam thickness. It is assumed that the axial displacement will vary cubically along the thickness of the layer. The cubic order beam theory is implemented using a continuous C0 finite element containing three nodes and each node has eight degrees of freedom. Shear locking is eliminated in the present model by the numerical integration of the stiffness matrix. Comparing the present model with the published literature, it is found that the present model is robust in predicting the free vibration of the steel-concrete porous beam.
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spelling doaj.art-9903a745686a4a0fab1b80819b5159962023-09-03T13:56:31ZengD. G. PylarinosEngineering, Technology & Applied Science Research2241-44871792-80362023-06-0113310.48084/etasr.5913Free Vibration Analysis of Steel-Concrete Pervious BeamsPrashant Kumar0Ajay Kumar1Department of Civil Engineering, National Institute of Technology Patna, IndiaDepartment of Civil Engineering, National Institute of Technology Delhi, India This study investigated the free vibration analysis of steel-concrete porous beams with partial or complete shear interface using a finite-element model based on the cubic order beam theory. The present model assumes uniform porosity distribution along the beam thickness. It is assumed that the axial displacement will vary cubically along the thickness of the layer. The cubic order beam theory is implemented using a continuous C0 finite element containing three nodes and each node has eight degrees of freedom. Shear locking is eliminated in the present model by the numerical integration of the stiffness matrix. Comparing the present model with the published literature, it is found that the present model is robust in predicting the free vibration of the steel-concrete porous beam. https://etasr.com/index.php/ETASR/article/view/5913steel-concrete porous beamsfinite element methodfree vibrationporositypartial shear interface
spellingShingle Prashant Kumar
Ajay Kumar
Free Vibration Analysis of Steel-Concrete Pervious Beams
Engineering, Technology & Applied Science Research
steel-concrete porous beams
finite element method
free vibration
porosity
partial shear interface
title Free Vibration Analysis of Steel-Concrete Pervious Beams
title_full Free Vibration Analysis of Steel-Concrete Pervious Beams
title_fullStr Free Vibration Analysis of Steel-Concrete Pervious Beams
title_full_unstemmed Free Vibration Analysis of Steel-Concrete Pervious Beams
title_short Free Vibration Analysis of Steel-Concrete Pervious Beams
title_sort free vibration analysis of steel concrete pervious beams
topic steel-concrete porous beams
finite element method
free vibration
porosity
partial shear interface
url https://etasr.com/index.php/ETASR/article/view/5913
work_keys_str_mv AT prashantkumar freevibrationanalysisofsteelconcreteperviousbeams
AT ajaykumar freevibrationanalysisofsteelconcreteperviousbeams