Experimental Evaluation of Corrosion Effect on Bond Between Steel and Concrete in Presence of Cyclic Action
p.345
p.345
Numerical Interpretation of Bond Between Steel and Concrete in Presence of Corrosion and Cyclic Action
p.349
p.349
Stress State Dependent Cohesive Zone Model for Thin Walled Structures
p.353
p.353
Numerical Modeling of Ultrasonic Guided Waves for Damage Detection in Structures
p.357
p.357
A New Wireless Smart Sensor for Fatigue Damage Detection of a Single Steel Bar
p.361
p.361
Numerical Simulation on Failure Process of Concrete-Filled Rectangular Steel Tube Column
p.365
p.365
Determination of Spring Constant for Simulating Deformable Object under Compression
p.369
p.369
Effect of Humidity on Fatigue Strength of Age-Hardened Al Alloy
p.373
p.373
Cracks in Magnetoelectroelastic Solids under Impact Loading
p.377
p.377
A New Wireless Smart Sensor for Fatigue Damage Detection of a Single Steel Bar
Abstract:
In this study, a new wireless smart sensor for fatigue damage detection of a single steel bar is proposed. A modified stress intensity factor is used to introduce a master curve of fatigue crack growth. Acoustic Emission signals are also measured and incorporated in the procedure for the structural health monitoring.
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Periodical:
Key Engineering Materials (Volumes 417-418)
Pages:
361-364
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Online since:
October 2009
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© 2010 Trans Tech Publications Ltd. All Rights Reserved
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