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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Format: | Article |
Language: | English |
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D. G. Pylarinos
2023-06-01
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Series: | Engineering, Technology & Applied Science Research |
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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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first_indexed | 2024-03-12T03:21:56Z |
format | Article |
id | doaj.art-9903a745686a4a0fab1b80819b515996 |
institution | Directory Open Access Journal |
issn | 2241-4487 1792-8036 |
language | English |
last_indexed | 2024-03-12T03:21:56Z |
publishDate | 2023-06-01 |
publisher | D. G. Pylarinos |
record_format | Article |
series | Engineering, Technology & Applied Science Research |
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 |