TY - CHAP
T1 - Notice of Retraction
T2 - Failure mode research of hyperstatic truss structure based on Ansys
AU - Han, Yanbin
AU - Bai, Guangchen
AU - Li, Xiaoying
PY - 2010
Y1 - 2010
N2 - 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.
AB - 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.
KW - Failure mode
KW - Finite element analysis
KW - Hyperstatic
KW - Inclined truss structure
UR - https://www.scopus.com/pages/publications/78649535235
U2 - 10.1109/ICCASM.2010.5619190
DO - 10.1109/ICCASM.2010.5619190
M3 - 章节
AN - SCOPUS:78649535235
SN - 9781424472369
T3 - ICCASM 2010 - 2010 International Conference on Computer Application and System Modeling, Proceedings
SP - V140-V143
BT - ICCASM 2010 - 2010 International Conference on Computer Application and System Modeling, Proceedings
PB - IEEE Computer Society
ER -