2018
DOI: 10.1016/j.ijsolstr.2018.06.010
|View full text |Cite
|
Sign up to set email alerts
|

A closed-form solution to the problem of crack identification for a multistep beam based on Rayleigh quotient

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2

Citation Types

0
2
0

Year Published

2020
2020
2024
2024

Publication Types

Select...
5
1
1

Relationship

0
7

Authors

Journals

citations
Cited by 7 publications
(2 citation statements)
references
References 27 publications
0
2
0
Order By: Relevance
“…To degrade bearing capacity, damages on beams were made with cracks. [6][7][8][9][10] The results deprived from those researches have brought forward answers to how to detect and forecast damages. Most of those researches modeled bearing capacity using analytic formula and thereby assessed relation between changes in the structure's bearing capacity with the damage growth.…”
Section: Introductionmentioning
confidence: 99%
“…To degrade bearing capacity, damages on beams were made with cracks. [6][7][8][9][10] The results deprived from those researches have brought forward answers to how to detect and forecast damages. Most of those researches modeled bearing capacity using analytic formula and thereby assessed relation between changes in the structure's bearing capacity with the damage growth.…”
Section: Introductionmentioning
confidence: 99%
“…The present research uses natural frequency variation as a feature in the identification of structural defects. The frequency change approach [8][9][10][11] has been used to identify cracks in a large number of sheets. Calculating frequency changes from a known sort of damage is a part of several investigations.…”
Section: Introductionmentioning
confidence: 99%