Damage Detection for Large-Scale Grid Structure Based on Virtual Axial Strain

Joint Authors

Yu, Jian-xin
Tan, Hui-feng

Source

Shock and Vibration

Issue

Vol. 2020, Issue 2020 (31 Dec. 2020), pp.1-10, 10 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2020-01-13

Country of Publication

Egypt

No. of Pages

10

Main Subjects

Civil Engineering

Abstract EN

To identify the damaged beams in large-scale spatial structure, a damage indicator based on virtual axial strain calculated from mode shape vectors was proposed.

The damage detection process was performed based on the dynamic simulation flowchart.

Firstly, random signals were used for excitation and the damage was simulated by decreasing beam elasticity modulus.

Then, the NEWMARK-β precision direct integral method was appreciated for calculating time history response.

Finally, the frequency-domain decomposition method only using output response signal was selected for modal parameter estimation.

A double-layer grid structure was taken as example for verifying the damage detection method.

Results indicate that the proposed indicator was insensitive to environmental noise and capable of localizing multiple damaged members in space structure without the baseline data.

American Psychological Association (APA)

Yu, Jian-xin& Tan, Hui-feng. 2020. Damage Detection for Large-Scale Grid Structure Based on Virtual Axial Strain. Shock and Vibration،Vol. 2020, no. 2020, pp.1-10.
https://search.emarefa.net/detail/BIM-1213654

Modern Language Association (MLA)

Yu, Jian-xin& Tan, Hui-feng. Damage Detection for Large-Scale Grid Structure Based on Virtual Axial Strain. Shock and Vibration No. 2020 (2020), pp.1-10.
https://search.emarefa.net/detail/BIM-1213654

American Medical Association (AMA)

Yu, Jian-xin& Tan, Hui-feng. Damage Detection for Large-Scale Grid Structure Based on Virtual Axial Strain. Shock and Vibration. 2020. Vol. 2020, no. 2020, pp.1-10.
https://search.emarefa.net/detail/BIM-1213654

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1213654