TY - JOUR
T1 - Simple strategy toward tailoring fracture properties of brittle architected materials
AU - Da, Daicong
AU - Chen, Wei
N1 - Publisher Copyright:
© 2022 John Wiley & Sons, Ltd.
PY - 2023/1/30
Y1 - 2023/1/30
N2 - Based on standard stiffness (compliance) and stress designs in structural topology optimization (TO), this work proposes a simple strategy to tailor fracture properties of brittle architected materials. Material distribution in the design domain is customized through a stress-constrained strain-energy maximization TO framework. Structures consisting of a single (Formula presented.) phase brittle material are studied. Mechanical fracture properties of the optimized structure including stiffness, toughness, strength, and failure displacement are thereafter quantified via the phase field modeling. Reported results show that the obtained architecture can achieve 6 times tougher and more than 1.5 times stronger compared with the stiffness-only TO result. Against to stress-only optimization, all concerned mechanical properties including stiffness, toughness, and strength can be improved by more than 15% simultaneously.
AB - Based on standard stiffness (compliance) and stress designs in structural topology optimization (TO), this work proposes a simple strategy to tailor fracture properties of brittle architected materials. Material distribution in the design domain is customized through a stress-constrained strain-energy maximization TO framework. Structures consisting of a single (Formula presented.) phase brittle material are studied. Mechanical fracture properties of the optimized structure including stiffness, toughness, strength, and failure displacement are thereafter quantified via the phase field modeling. Reported results show that the obtained architecture can achieve 6 times tougher and more than 1.5 times stronger compared with the stiffness-only TO result. Against to stress-only optimization, all concerned mechanical properties including stiffness, toughness, and strength can be improved by more than 15% simultaneously.
KW - phase field
KW - stiffness-and-stress
KW - structure and-property
KW - topology optimization
KW - toughness-and-strength
UR - http://www.scopus.com/inward/record.url?scp=85138267178&partnerID=8YFLogxK
U2 - 10.1002/nme.7123
DO - 10.1002/nme.7123
M3 - Article
AN - SCOPUS:85138267178
SN - 0029-5981
VL - 124
SP - 334
EP - 357
JO - International Journal for Numerical Methods in Engineering
JF - International Journal for Numerical Methods in Engineering
IS - 2
ER -