Functionally varied negative-stiffness metamaterial core sandwich structures with three-phase bending deformation

บทความในวารสาร


ผู้เขียน/บรรณาธิการ


กลุ่มสาขาการวิจัยเชิงกลยุทธ์


รายละเอียดสำหรับงานพิมพ์

รายชื่อผู้แต่งAewzipo, Nathakorn; Olarnrithinun, Sutee; Aimmanee, Sontipee

ผู้เผยแพร่IOP Publishing

ปีที่เผยแพร่ (ค.ศ.)2024

วารสารSmart Materials and Structures (0964-1726)

Volume number33

Issue number5

นอก0964-1726

eISSN1361-665X

URLhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85190065580&doi=10.1088%2f1361-665X%2fad37b6&partnerID=40&md5=469fb514aac7bbe8ed2cac9d1b3a8691

ภาษาEnglish-Great Britain (EN-GB)


ดูบนเว็บไซต์ของสำนักพิมพ์


บทคัดย่อ

This paper introduces a novel class of negative-stiffness (NS) core sandwich composite structures that exhibit unique mechanical performance, including shape recovery, superelasticity, and energy absorption (EA) in bending and shear mode. The core of these structures consists of a periodic cellular arrangement of double-curved beams that undergo consecutive local snap-buckling transitions between multiple equilibrium states, enabling the structures to change shape reversibly between their initial and deformed configurations. To characterize the force-displacement relationship of the core, a comprehensive analysis was conducted using a combination of 3D printed models and finite-element simulations. The metamaterial core with gradient-thickness negative-stiffness beams were examined under uniform compression, demonstrating that the snap-through behavior of the curved beams was intricately controlled by the beam thickness in each row. The numerical simulations accurately predicted the deformation characteristics of the graded cellular core, supporting the design of a metamaterial core with functionally varied beam thickness for nonuniform transverse loading. This led to spatially controlled NS core material with specific EA of around 50 J kg−1 and an apparent core shear strength of 0.1 MPa, all mainly within the reusable elastic regime. The resulting sandwich structures efficiently mitigated the localized effect from concentrated compressive forces and achieved complete snap-through buckling in all curve beams. Three-point bending response revealed three distinct phases of flexural deformation: the local facial bending phase, the sequential core-snapping superelastic phase, and the global bending phase. © 2024 IOP Publishing Ltd.


คำสำคัญ

functionally graded lattice


อัพเดทล่าสุด 2024-15-06 ถึง 00:00