Effect of Boundary Conditions on Impact Resistance of Concrete Slabs

A theoretical analysis based on the numerical solution of the slab impact integral equation is carried out to determine the impact force and deflection time histories, the strain energy absorbed by the slabs and the maximum bending moment. Effect of slab boundary conditions on impact response of sla...

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Main Authors: Eyad K. Sayhood, Nisreen S.Mohammed, Sabah K. Muslih
Format: Article
Language:English
Published: Unviversity of Technology- Iraq 2013-05-01
Series:Engineering and Technology Journal
Subjects:
Online Access:https://etj.uotechnology.edu.iq/article_82056_29de59998f76bbfc30295db6e694fcc1.pdf
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author Eyad K. Sayhood
Nisreen S.Mohammed
Sabah K. Muslih
author_facet Eyad K. Sayhood
Nisreen S.Mohammed
Sabah K. Muslih
author_sort Eyad K. Sayhood
collection DOAJ
description A theoretical analysis based on the numerical solution of the slab impact integral equation is carried out to determine the impact force and deflection time histories, the strain energy absorbed by the slabs and the maximum bending moment. Effect of slab boundary conditions on impact response of slab is also discussed. The theoretical results obtained in the present analysis are compared with experimental and theoretical works previously done. A good agreement is found between theoretical and experimental results. This indicates that the impact resistance of relatively large slabs may be predicted by using the theoretical approach based on equation of undamped slab vibration. All the derivations required to predict the effect of boundary conditions are performed for both forced and free vibrations. For the same falling mass and the same applied kinetic energy (height of drop) for all cases, the maximum central deflection and the maximum impact force are affected by the boundary conditions of the slabs
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spelling doaj.art-71eae174418c439eb0877853d88569b72024-02-04T17:35:18ZengUnviversity of Technology- IraqEngineering and Technology Journal1681-69002412-07582013-05-01315 A84186010.30684/etj.31.5A482056Effect of Boundary Conditions on Impact Resistance of Concrete SlabsEyad K. SayhoodNisreen S.MohammedSabah K. MuslihA theoretical analysis based on the numerical solution of the slab impact integral equation is carried out to determine the impact force and deflection time histories, the strain energy absorbed by the slabs and the maximum bending moment. Effect of slab boundary conditions on impact response of slab is also discussed. The theoretical results obtained in the present analysis are compared with experimental and theoretical works previously done. A good agreement is found between theoretical and experimental results. This indicates that the impact resistance of relatively large slabs may be predicted by using the theoretical approach based on equation of undamped slab vibration. All the derivations required to predict the effect of boundary conditions are performed for both forced and free vibrations. For the same falling mass and the same applied kinetic energy (height of drop) for all cases, the maximum central deflection and the maximum impact force are affected by the boundary conditions of the slabshttps://etj.uotechnology.edu.iq/article_82056_29de59998f76bbfc30295db6e694fcc1.pdfboundary conditionsdeflectionforcefree and forced vibrationimpactslabstriker
spellingShingle Eyad K. Sayhood
Nisreen S.Mohammed
Sabah K. Muslih
Effect of Boundary Conditions on Impact Resistance of Concrete Slabs
Engineering and Technology Journal
boundary conditions
deflection
force
free and forced vibration
impact
slab
striker
title Effect of Boundary Conditions on Impact Resistance of Concrete Slabs
title_full Effect of Boundary Conditions on Impact Resistance of Concrete Slabs
title_fullStr Effect of Boundary Conditions on Impact Resistance of Concrete Slabs
title_full_unstemmed Effect of Boundary Conditions on Impact Resistance of Concrete Slabs
title_short Effect of Boundary Conditions on Impact Resistance of Concrete Slabs
title_sort effect of boundary conditions on impact resistance of concrete slabs
topic boundary conditions
deflection
force
free and forced vibration
impact
slab
striker
url https://etj.uotechnology.edu.iq/article_82056_29de59998f76bbfc30295db6e694fcc1.pdf
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