1993
DOI: 10.1006/jsvi.1993.1194
|View full text |Cite
|
Sign up to set email alerts
|

A Finite Element Method for Computation of Structural Intensity by the Normal Mode Approach

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
57
0

Year Published

2000
2000
2019
2019

Publication Types

Select...
6
1
1

Relationship

0
8

Authors

Journals

citations
Cited by 136 publications
(67 citation statements)
references
References 0 publications
0
57
0
Order By: Relevance
“…Several methods are available to determine the structural intensity vector field for bending waves in plate-like structures from out-of-plane velocity or acceleration data [1, 11,12]. In this paper the formulation of Arruda and Mas [7] is used, which is based upon the classical plate theory [13] for noninteracting propagating waves (absence of acoustic nonlinearity):…”
Section: Theorymentioning
confidence: 99%
“…Several methods are available to determine the structural intensity vector field for bending waves in plate-like structures from out-of-plane velocity or acceleration data [1, 11,12]. In this paper the formulation of Arruda and Mas [7] is used, which is based upon the classical plate theory [13] for noninteracting propagating waves (absence of acoustic nonlinearity):…”
Section: Theorymentioning
confidence: 99%
“…1 can be expressed as (Gavric and Pavic, 1993) ( 2) where , , , , , represent axial force, shear forces, bending moments and torque, respectively. , , and , are translational and rotational velocities, respectively.…”
Section: Formulation Of Structural Intensity For Ship Structurementioning
confidence: 99%
“…Analytical approaches to calculate structural intensity have been also carried out for the elastic vibration of thin cylindrical shells (Pavic, 1990 andWilliams, 1991), the elastic vibration of uniform infinite beam and plate (Xu and Koss, 1995), the torsional vibration of solid and hollow cylindrical bars (Pan and Pan, 1998), and the in-plane vibration of rectangular plates (Farag and Pan, 1998). Structural intensity analysis using the finite element method (FEM) was also formulated by Hambric (1990) and Gavric and Pavic (1993). Using the FEM, structural intensity fields for frame and cylindrical shell structures (Alfredsson et al, 1996), composite plates with a hole , stiffened plates ) and box-girder structure (Lee and Cho, 2001 The structural intensity approach has been successfully used in the field of plate vibration to determine major vibration transmission paths.…”
Section: Introductionmentioning
confidence: 99%
“…Finite element computations for vibration intensity were reported in references (4,5) . Different commercial packages were used for calculating the field variables of the model.…”
Section: Computation Methodsmentioning
confidence: 99%