TY - JOUR
T1 - An extended substructuring technique for efficient evaluation of nonlinear load-bearing structures in the conceptual design stage
AU - Kajtaz, Mladenko
AU - Subic, Aleksandar
AU - Takla, Monir
PY - 2014
Y1 - 2014
N2 - The research presented in this paper has extended the substructuring technique into the nonlinear domain in order to apply the finite element analysis (FEA) method to complex nonlinear structural design problems in the conceptual design stage. As conventional FE models based on substructures allow only linear analysis, it was necessary in this research to introduce a new algorithm capable of linearizing nonlinear structural problems with sufficient accuracy in order to enable evaluation of engineering design concepts in a more objective and rigorous manner in the early stages of design. The developed method was implemented within a commercial FE solver, and validated using a select number of case studies. The results obtained for the two sample solutions indicate that the new method has achieved an improvement in accuracy of 90% and 98% respectively compared to the conventional FE-based approach applied to the same class of design problems.
AB - The research presented in this paper has extended the substructuring technique into the nonlinear domain in order to apply the finite element analysis (FEA) method to complex nonlinear structural design problems in the conceptual design stage. As conventional FE models based on substructures allow only linear analysis, it was necessary in this research to introduce a new algorithm capable of linearizing nonlinear structural problems with sufficient accuracy in order to enable evaluation of engineering design concepts in a more objective and rigorous manner in the early stages of design. The developed method was implemented within a commercial FE solver, and validated using a select number of case studies. The results obtained for the two sample solutions indicate that the new method has achieved an improvement in accuracy of 90% and 98% respectively compared to the conventional FE-based approach applied to the same class of design problems.
UR - https://www.worldscientific.com/doi/abs/10.1142/S0219876213500862
UR - https://www.scopus.com/inward/record.uri?eid=2-s2.0-84929502757&doi=10.1142%2fS0219876213500862&partnerID=40&md5=e91f8fbd08b8aa89d89d6e348a822061
U2 - 10.1142/S0219876213500862
DO - 10.1142/S0219876213500862
M3 - Article
VL - 11
JO - International Journal of Computational Methods
JF - International Journal of Computational Methods
IS - 6
M1 - 1350086
ER -