Structural topology optimization for maximum linear buckling loads by using a moving iso-surface threshold method
Crossref DOI link: https://doi.org/10.1007/s00158-015-1286-0
Published Online: 2015-06-19
Published Print: 2015-07
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Luo, Quantian
Tong, Liyong
Text and Data Mining valid from 2015-06-19