TY - JOUR
T1 - Enhanced two-level optimization of anisotropic laminated composite plates with strength and buckling constraints
AU - Bloomfield, Mark W.
AU - Herencia, J. Enrique
AU - Weaver, Paul M.
PY - 2009/11
Y1 - 2009/11
N2 - In laminated composite design, ply orientations are often restricted to 0°, 90°, ±45°. However, studies have shown that an expanded set of ply orientations may lead to more efficient structures for specific problems. In particular, 60° plies are optimum for shear in buckling for long anisotropic composite laminated plates. A two-level optimization approach, using 0°, 90°, ±45°, ±30°, ±60° plies, is presented. At the first level, lamination parameters and plate thicknesses are used to minimize the mass of the composite plate subject to strength and buckling constraints. At the second level, a new modified particle swarm is used to determine laminate stacking sequences. It is shown that mass savings of up to 7.2% can be achieved and that the modified particle swarm outperforms the standard particle swarm in terms of quality of design and efficiency.
AB - In laminated composite design, ply orientations are often restricted to 0°, 90°, ±45°. However, studies have shown that an expanded set of ply orientations may lead to more efficient structures for specific problems. In particular, 60° plies are optimum for shear in buckling for long anisotropic composite laminated plates. A two-level optimization approach, using 0°, 90°, ±45°, ±30°, ±60° plies, is presented. At the first level, lamination parameters and plate thicknesses are used to minimize the mass of the composite plate subject to strength and buckling constraints. At the second level, a new modified particle swarm is used to determine laminate stacking sequences. It is shown that mass savings of up to 7.2% can be achieved and that the modified particle swarm outperforms the standard particle swarm in terms of quality of design and efficiency.
KW - Lamination parameters
KW - Lay-up optimization
KW - Particle swarm
UR - http://www.scopus.com/inward/record.url?scp=68749095760&partnerID=8YFLogxK
U2 - 10.1016/j.tws.2009.04.008
DO - 10.1016/j.tws.2009.04.008
M3 - Article
AN - SCOPUS:68749095760
SN - 0263-8231
VL - 47
SP - 1161
EP - 1167
JO - Thin-Walled Structures
JF - Thin-Walled Structures
IS - 11
ER -