2016
DOI: 10.1007/s11340-016-0149-y
|View full text |Cite
|
Sign up to set email alerts
|

Modal Analysis of Monolithic and Jointed Type Cantilever Beams with Non-Uniform Section

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2

Citation Types

0
2
0

Year Published

2018
2018
2022
2022

Publication Types

Select...
6
1

Relationship

1
6

Authors

Journals

citations
Cited by 8 publications
(2 citation statements)
references
References 26 publications
0
2
0
Order By: Relevance
“…The only solution of this equation occurs when , though an infinite number of such values as per the Bimal. 2 However, only one smallest value will occur somewhere near the cosine function first become negative, just beyond This is the numerical/ graphical solution that provides the first value as Now by placing the exact positive value of in the fundamental natural frequency corresponding to its first mode number, the equation can be expressed as:…”
Section: Mathematical Analysis Boommentioning
confidence: 99%
“…The only solution of this equation occurs when , though an infinite number of such values as per the Bimal. 2 However, only one smallest value will occur somewhere near the cosine function first become negative, just beyond This is the numerical/ graphical solution that provides the first value as Now by placing the exact positive value of in the fundamental natural frequency corresponding to its first mode number, the equation can be expressed as:…”
Section: Mathematical Analysis Boommentioning
confidence: 99%
“…From the table it can be seen that the error percentage is as small as 0.1% to a maximum of 8%, which shows that the experimental and numerical resonance frequencies are in good agreement. Also, we have performed an analytical study to determine the fundamental mode resonance frequency of the stepped trapezoidal as well as the rectangular-shaped microcantilever beams based on the Rayleigh method as described by Purohit et al [28] for monolithic cantilever beams. Table 2 presents a comparison of the experimental and analytically measured fundamental resonance frequencies for stepped trapezoidal as well as rectangular-shaped microcantilever beams.…”
Section: Modal Analysismentioning
confidence: 99%