Non-Destructive Defect Level Analysis of Graphene using Amplitude-Modulated Discharge Current Analysis

Carbon ◽  
2021 ◽  
Author(s):  
Seung-Mo Kim ◽  
Ho-In Lee ◽  
Yongsu Lee ◽  
So-Young Kim ◽  
Tae Jin Yoo ◽  
...  
2014 ◽  
Vol 104 (15) ◽  
pp. 151604 ◽  
Author(s):  
Ukjin Jung ◽  
Young Gon Lee ◽  
Chang Goo Kang ◽  
Sangchul Lee ◽  
Byoung Hun Lee

2020 ◽  
Vol 115 ◽  
pp. 113977
Author(s):  
Pasi Tamminen ◽  
Rita Fung ◽  
Rick Wong ◽  
Johannes Weber ◽  
Heinrich Wolf

Sensors ◽  
2020 ◽  
Vol 20 (14) ◽  
pp. 3954 ◽  
Author(s):  
Habib Ahmed ◽  
Hung Manh La ◽  
Nenad Gucunski

The non-destructive evaluation (NDE) of civil infrastructure has been an active area of research in recent decades. The traditional inspection of civil infrastructure mostly relies on visual inspection using human inspectors. To facilitate this process, different sensors for data collection and techniques for data analyses have been used to effectively carry out this task in an automated fashion. This review-based study will examine some of the recent developments in the field of autonomous robotic platforms for NDE and the structural health monitoring (SHM) of bridges. Some of the salient features of this review-based study will be discussed in the light of the existing surveys and reviews that have been published in the recent past, which will enable the clarification regarding the novelty of the present review-based study. The review methodology will be discussed in sufficient depth, which will provide insights regarding some of the primary aspects of the review methodology followed by this review-based study. In order to provide an in-depth examination of the state-of-the-art, the current research will examine the three major research streams. The first stream relates to technological robotic platforms developed for NDE of bridges. The second stream of literature examines myriad sensors used for the development of robotic platforms for the NDE of bridges. The third stream of literature highlights different algorithms for the surface- and sub-surface-level analysis of bridges that have been developed by studies in the past. A number of challenges towards the development of robotic platforms have also been discussed.


VLSI Design ◽  
2001 ◽  
Vol 12 (4) ◽  
pp. 457-474
Author(s):  
W. B. Jone ◽  
D. C. Huang ◽  
S. C. Chang ◽  
S. R. Das

Pseudorandom testing has been widely used in built-in self-testing of VLSI circuits. Although the defect level estimation for pseudorandom testing has been performed using sequential statical analysis, no closed form can be accomplished as complex combinatorial enumerations are involved. In this work, a Markov model is employed to describe the pseudorandom test behaviors. For the first time, a closed form of the defect level equation is derived by solving the differential equation extracted from the Markov model. The defect level equation clearly describes the relationships among defect level, fabrication yield, the number of all input combinations, circuit detectability (in terms of the worst single stuck-at fault), and pseudorandom test length. The Markov model is then extended to consider all single stuck-at faults, instead of only the worst single stuck-at fault. Results demonstrate that the defect level analysis for pseudorandom testing by only dealing with the worst single stuck-at fault is not adequate (In fact, the worst single stuck-at fault analysis is just a special case). A closed form of the defect level equation is successfully derived to incorporate all single stuck-at faults into consideration. Although our discussions are primarily based on the single struck-at fault model, it is not difficult to extend the results to other fault types.


1987 ◽  
Vol 63 (10) ◽  
pp. 881-883 ◽  
Author(s):  
Qingchao Gu ◽  
Wenwen Ye ◽  
Qingping Dai ◽  
Zhiming Wang ◽  
Kang Sun ◽  
...  

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