A Novel Design for Crack Width Monitoring of Concrete Structures

Ben Niu Zhang; Xing Xing Li; Zhi Xiang Zhou

doi:10.4028/www.scientific.net/AMM.80-81.571

Paper Titles

An Algorithm to Prediction the Radial Runout of Cylindrical Roller Bearings
p.551

Investigation on Failure Mode of Spruce under Different Loading Conditions
p.556

Analytical Solution of the Residual Stress when the Inflexion of the Retaining Ring is near to the Top
p.561

Numerical Seismic Analysis of Simply-Supported Girder Railway Bridge under High-Speed Train Load
p.566

A Novel Design for Crack Width Monitoring of Concrete Structures
p.571

Multiscale Simulation in Mesoscopic Dynamic Behavior of Lunar Soil Simulant Subjected to Rigid Lugged Wheel
p.575

DEM Simulation in Effects of the Section Structure of Smooth Rigid Wheel on Dynaminc Mechanical Behavior of Lunar Soil Simulant
p.580

Analysis on the Straight-End Problem in Thin-Plate Three-Roll Bending
p.585

Design of State Monitoring System of Internal Combustion Engine Based on Serial Bus
p.591

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 80-81A Novel Design for Crack Width Monitoring of...

A Novel Design for Crack Width Monitoring of Concrete Structures

Abstract:

Crack monitoring is thought to be a challenging problem for structural health monitoring. In previous study, a bionic crack monitoring method is proposed to monitor the crack initiation and propagation in a structure, and smart film is designed and fabricated. A novel design, based on smart film for monitoring crack width of concrete structures, is proposed in this paper. Experiment verifies the effectiveness of this design, and proves it is a good way for crack width monitoring of concrete structures.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 80-81)

Pages:

571-574

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.80-81.571

Citation:

Cite this paper

Online since:

July 2011

Authors:

Ben Niu Zhang, Xing Xing Li, Zhi Xiang Zhou

Keywords:

Concrete Structure, Crack Width, Enameled Copper Wire, Smart Film

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] J.P. Ou, and S. Hou. Seismic damage identification using multi-line distributed fiber optic sensor system. Proceedings of SPIE - The International Society for Optical Engineering, 5856, Part II, 1003-1008, Optical Measurement Systems for Industrial Inspection IV, (2005).

DOI: 10.1117/12.612449

Google Scholar

[2] J.Z. Li, B.C. Sun, Y.L. Du, and H. Xu. Crack monitoring of concrete. Chinese Journal of Sensors and Actuators, 19(4), 1129-1132, (2006).

Google Scholar

[3] K.M. Holford. Acoustic emission in structural health monitoring. Key Engineering Materials, 413-414, 15-28, (2009).

DOI: 10.4028/www.scientific.net/kem.413-414.15

Google Scholar

[4] G. Kirikera, S. Datta, M.J. Schulz, A. Ghoshal, M. Sundaresan, J. Feaster, and D. Hughes. Recent advances in an artificial neural system for structural health monitoring, Proceedings of SPIE-NDE and Health Monitoring of Aerospace Materials and Composites II, 5046, 152-163, (2003).

DOI: 10.1117/12.484118

Google Scholar

[5] W.N. Martin, A. Ghoshal, M.J. Sundaresan, G.L. Lebby, M.J. Schulz, and P.R. Pratap. Artificial nerve system for structural monitoring. Proceedings of SPIE - The International Society for Optical Engineering, 4702, 49-62, (2002).

DOI: 10.1117/12.469909

Google Scholar

[6] B.N. Zhang, Z.X. Zhou, K.H. Zhang, G. Yan, and Z.Z. Xu. Sensitive skin and the relative sensing system for real-time surface monitoring of crack in civil infrastructure, Journal of Intelligent Material Systems and Structures, 17(10): 907-917, (2006).

DOI: 10.1177/1045389x06061521

Google Scholar