The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Apr. 23, 2024

Filed:

May. 12, 2022
Applicant:

Nanjing University of Aeronautics and Astronautics, Nanjing, CN;

Inventors:

Zhigang Sun, Nanjing, CN;

Xu Zhao, Nanjing, CN;

Yingdong Song, Nanjing, CN;

Xuming Niu, Nanjing, CN;

Yaning Chang, Nanjing, CN;

Qiuhong Peng, Nanjing, CN;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
G01N 3/18 (2006.01); G01N 3/02 (2006.01); G01N 3/36 (2006.01);
U.S. Cl.
CPC ...
G01N 3/18 (2013.01); G01N 3/02 (2013.01); G01N 2203/0017 (2013.01); G01N 2203/0048 (2013.01); G01N 2203/0071 (2013.01); G01N 2203/0073 (2013.01); G01N 2203/0226 (2013.01);
Abstract

Disclosed is an equivalent acceleration method of creep loads based on a consistent failure mode. The equivalent acceleration method includes obtaining corresponding tensile strengths; obtaining corresponding creep rupture time; establishing rupture time law, minimum creep rate law and rupture strain law; calculating the value of parameter p in creep damage accumulation model; and dividing the failure mode consistency interval of creep load under variable temperature and variable load. The damage caused by the creep load in the failure mode consistency interval is calculated by using the multi-grade variable temperature and variable load creep nonlinear damage accumulation model, the damage is accelerated to the maximum creep load state in the failure mode consistency interval according to the principle of damage equivalence, and finally the equivalent acceleration of creep load is realized.


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