Impacts of Leakage-Biasing Failure-Mode Identification in the Transmission-Line Pulse Testing for Low-/High-Voltage MOSFET Components

2017 ◽  
Vol 53 (3) ◽  
pp. 2888-2893 ◽  
Author(s):  
Shen-Li Chen ◽  
Min-Hua Lee
Keyword(s):  
Transmission Line ◽  
Failure Mode ◽  
High Voltage ◽  
Mode Identification ◽  
Pulse Testing ◽  
Failure Mode Identification

Multiple failure mode identification of SiC planar MOSFETs in short-circuit operation

2020 ◽  
Vol 114 ◽  
pp. 113804
Author(s):  
Bixuan Wang ◽  
Jingcun Liu ◽  
Wanping Li ◽  
Guogang Zhang ◽  
Yingsan Geng ◽  
...  
Keyword(s):  
Failure Mode ◽  
Short Circuit ◽  
Mode Identification ◽  
Failure Mode Identification

Significant Failure Mode Identification for a CFST Arch Bridge System

2013 ◽  
Vol 540 ◽  
pp. 11-19
Author(s):  
Xin Gao ◽  
Lei Wang ◽  
Tong Zhang
Keyword(s):  
Failure Mode ◽  
System Reliability ◽  
Structural Reliability ◽  
Failure Modes ◽  
Reliability Estimation ◽  
Mode Identification ◽  
Bridge Safety ◽  
Finite Element Package ◽  
Arch Bridges ◽  
Failure Mode Identification

The structural reliability analysis is the widely accepted method for bridge safety assessment. Identification the subset of significant failure modes is the most important part of system reliability estimation. In this paper, a stage critical strength branch and bound algorithm is proposed for the failure mode identification of bridge systems. The innovative method is implemented in the combination with the finite element package ANSYS and the MATLAB procedure. The suggest method is applied to a concrete filled steel tubular (CFST) arch bridges. The results reveal various combinations of the failure modes in significantly reduced time and efforts in comparison to the previous permutation method. Additionally, the suggested method can be used for the verification of the system reliability with more specific predictions of the failure mode.

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