Title :
Notice of Retraction
Failure mode research of hyperstatic truss structure based on Ansys
Author :
Han Yanbin ; Bai Guangchen ; Li Xiaoying
Author_Institution :
Sch. of Jet Propulsion, Beijing Univ. of Aeronaut. & Astronaut., Beijing, China
Abstract :
Notice of Retraction
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
Finite element modeling of hyperstatic inclined truss structure is established by using Ansys software, and then the load coefficient can be obtained by finite element analysis. Base on the incremental load method, valid strength, incremental load and incremental load ratio can be acquired. Applying the norm of minimum incremental load and the branch-bound criterion of the stage critical strength, the main failure modes of inclined truss structure is educed.
Keywords :
failure analysis; finite element analysis; structural engineering computing; supports; tree searching; Ansys; branch bound criterion; failure mode research; finite element modeling; hyperstatic inclined truss structure; incremental load method; Engines; Reliability theory; Finite Element Analysis; Hyperstatic; Inclined Truss Structure; failure mode;
Conference_Titel :
Computer Application and System Modeling (ICCASM), 2010 International Conference on
Conference_Location :
Taiyuan
Print_ISBN :
978-1-4244-7235-2
DOI :
10.1109/ICCASM.2010.5619190
