Abstract
We consider the controlled non-localized brittle fracture of a periodic beam-lattice subjected to tensile loading. The specific lattice architecture ensures overstress of a periodic group of sacrificial beam elements prior to the macrocrack appearance. Thus, at the initial stage of damage, the lattice material implements the borrowed from nature ”partially break but not fail” paradigm. Consequently, it becomes less stiff and absorbs energy, while still remaining intact. We find several two-dimensional lattices characterized by this feature and examine their elastic and fracture behavior. For the lattices with triangular cells it is found that the anisotropic lattice with the beams of uniform thickness and different lengths is a better energy absorber than the isotropic one where the beam elements of the same length have different thicknesses. Moreover, both configurations are inferior in this regard to the bone-microstructure inspired lattice with rectangular cells.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.