On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly Technique

The dynamic analysis of flexible delaminated layered beams is revisited. Exploiting Boolean vectors, a novel assembly scheme is developed which can be used to enforce the continuity requirements at the edges of delamination region, leading to a delamination stiffness term. The proposed assembly tech...

Full description

Bibliographic Details
Main Authors: Nicholas H. Erdelyi, Seyed M. Hashemi
Format: Article
Language:English
Published: Hindawi Limited 2016-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2016/3707658
id doaj-d9e59270e9fa45adb99969ddcdf92f2b
record_format Article
spelling doaj-d9e59270e9fa45adb99969ddcdf92f2b2020-11-25T00:54:37ZengHindawi LimitedShock and Vibration1070-96221875-92032016-01-01201610.1155/2016/37076583707658On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly TechniqueNicholas H. Erdelyi0Seyed M. Hashemi1Department of Aerospace Engineering, Ryerson University, 350 Victoria Street, Toronto, Ontario, M5B 2K3, CanadaDepartment of Aerospace Engineering, Ryerson University, 350 Victoria Street, Toronto, Ontario, M5B 2K3, CanadaThe dynamic analysis of flexible delaminated layered beams is revisited. Exploiting Boolean vectors, a novel assembly scheme is developed which can be used to enforce the continuity requirements at the edges of delamination region, leading to a delamination stiffness term. The proposed assembly technique can be used to form various beam configurations with through-width delaminations, irrespective of the formulation used to model each beam segment. The proposed assembly system and the Galerkin Finite Element Method (FEM) formulation are subsequently used to investigate the natural frequencies and modes of 2- and 3-layer beam configurations. Using the Euler-Bernoulli bending beam theory and free mode delamination, the governing differential equations are exploited and two beam finite elements are developed. The free bending vibration of three illustrative example problems, characterized by delamination zones of variable length, is investigated. The intact and defective beam natural frequencies and modes obtained from the proposed assembly/FEM beam formulations are presented along with the analytical results and those available in the literature.http://dx.doi.org/10.1155/2016/3707658
collection DOAJ
language English
format Article
sources DOAJ
author Nicholas H. Erdelyi
Seyed M. Hashemi
spellingShingle Nicholas H. Erdelyi
Seyed M. Hashemi
On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly Technique
Shock and Vibration
author_facet Nicholas H. Erdelyi
Seyed M. Hashemi
author_sort Nicholas H. Erdelyi
title On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly Technique
title_short On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly Technique
title_full On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly Technique
title_fullStr On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly Technique
title_full_unstemmed On the Finite Element Free Vibration Analysis of Delaminated Layered Beams: A New Assembly Technique
title_sort on the finite element free vibration analysis of delaminated layered beams: a new assembly technique
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 2016-01-01
description The dynamic analysis of flexible delaminated layered beams is revisited. Exploiting Boolean vectors, a novel assembly scheme is developed which can be used to enforce the continuity requirements at the edges of delamination region, leading to a delamination stiffness term. The proposed assembly technique can be used to form various beam configurations with through-width delaminations, irrespective of the formulation used to model each beam segment. The proposed assembly system and the Galerkin Finite Element Method (FEM) formulation are subsequently used to investigate the natural frequencies and modes of 2- and 3-layer beam configurations. Using the Euler-Bernoulli bending beam theory and free mode delamination, the governing differential equations are exploited and two beam finite elements are developed. The free bending vibration of three illustrative example problems, characterized by delamination zones of variable length, is investigated. The intact and defective beam natural frequencies and modes obtained from the proposed assembly/FEM beam formulations are presented along with the analytical results and those available in the literature.
url http://dx.doi.org/10.1155/2016/3707658
work_keys_str_mv AT nicholasherdelyi onthefiniteelementfreevibrationanalysisofdelaminatedlayeredbeamsanewassemblytechnique
AT seyedmhashemi onthefiniteelementfreevibrationanalysisofdelaminatedlayeredbeamsanewassemblytechnique
_version_ 1725233555559153664