scholarly journals Potential failure mode identification of operational amplifier circuit board by using high accelerated limit test

2018 ◽  
Vol 85 ◽  
pp. 19-24 ◽  
Author(s):  
Junji Sakamoto ◽  
Ryoma Hirata ◽  
Tadahiro Shibutani
Author(s):  
Srikesh G. Arunajadai ◽  
Robert B. Stone ◽  
Irem Y. Tumer

Knowledge of potential failure modes during design is critical for prevention of failures. Currently industries use procedures such as Failure Modes and Effects Analysis (FMEA), Fault Tree analysis, or Failure Modes, Effects and Criticality analysis (FMECA), as well as knowledge and experience, to determine potential failure modes. When new products are being developed there is often a lack of sufficient knowledge of potential failure mode and/or a lack of sufficient experience to identify all failure modes. This gives rise to a situation in which engineers are unable to extract maximum benefits from the above procedures. In this work we report on a new failure identification scheme and integrate it with a function-based failure identification methodology, which would act as a storehouse of information and experience, providing useful information about the potential failure modes for the design under consideration, as well as enhancing the usefulness of procedures like FMEA. As an example, the method is applied to 41 products and the benefits are illustrated.


2020 ◽  
Vol 114 ◽  
pp. 113804
Author(s):  
Bixuan Wang ◽  
Jingcun Liu ◽  
Wanping Li ◽  
Guogang Zhang ◽  
Yingsan Geng ◽  
...  

2013 ◽  
Vol 540 ◽  
pp. 11-19
Author(s):  
Xin Gao ◽  
Lei Wang ◽  
Tong Zhang

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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