Comparative failure behavior of metal honeycomb structures under bending: A finite element-based study

被引:15
|
作者
Kahraman, Mehmet Fatih [1 ,2 ]
Iriac, Sedat [1 ]
Genel, Kenan [1 ]
机构
[1] Sakarya Univ, Dept Mech Engn, Serdivan, Sakarya, Turkiye
[2] Bolu Abant Izzet Baysal Univ, Dept Mech Engn, Bolu, Turkiye
关键词
Multicellular beam; Auxetic; Failure analysis; Local buckling effect; Energy absorption; CORE;
D O I
10.1016/j.engfailanal.2024.107963
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In recent years, metallic honeycomb structures have been popularly researched due to their significant influence on structural strength and rigidity. In this study, the bending response of multi-cellular beam structures with four (hollow tube (HT), square (Squ), hexagonal (Hex) and octagonal (Octa) and Re-entrant honeycomb (ReH)) cross-sections are numerically investigated. Furthermore, using the nonlinear finite element codes LS-DYNA, a comparative study of the energy absorption characteristics between structures with auxetic and non-auxetic beam crosssections was carried out. The ReH specimen used in the finite element (FE) validation study was manufactured using the Direct metal laser sintering (DMLS) additive manufacturing method to accommodate the complex geometries. FE method analysis are carried out to systematically investigate the influence of the geometrical configuration and identify the failure mechanism on the bending performance. The results show that in the HT structure, an upper corner fracture occurred because of folding in the contact area of the indenter. For Squ, Hex and Octa beam structures, failure occurs due to localized stress caused by buckling in the cell walls. On the other hand, the cross-sectional area of ReH structure tends to shrink under the bending load. Thus, the influence of the local buckling effect could be minimized despite the high displacements. This situation has ensured that the reduction in the moment of inertia of the crosssection remains limited. Furthermore, the specific energy absorption (SEA) capacity of the ReH beam significantly performed 11.3, 3.76 and 1.77 times better than the multi-cellular beam with Hex, Squ and Octa honeycomb beams, respectively. Accordingly, it was understood that the failure of the re-entrant cross-section under severe deformation was more limited than the others. This study is expected to contribute to evaluating the load-bearing capacity of metallic honeycomb structures, including understanding the failure process.
引用
收藏
页数:16
相关论文
共 50 条
  • [1] Finite element-based reliability analysis of composite structures
    Dey, A
    Mahadevan, S
    Tryon, R
    Wang, Y
    ADVANCES IN COMPUTATIONAL STRUCTURAL MECHANICS, 1998, : 209 - 214
  • [2] Finite element-based optimisation of an elastomeric honeycomb for impact mitigation in helmet liners
    Adams, Rhosslyn
    Townsend, Scott
    Soe, Shwe
    Theobald, Peter
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2022, 214
  • [3] Statistical finite element analysis of the buckling behavior of honeycomb structures
    Asprone, Domenico
    Auricchio, Ferdinando
    Menna, Costantino
    Morganti, Simone
    Prota, Andrea
    Reali, Alessandro
    COMPOSITE STRUCTURES, 2013, 105 : 240 - 255
  • [4] Finite element-based overall design of controlled smart structures
    Gabbert, Ulrich
    Nestorovic-Trajkov, Tamara
    Koeppe, Heinz
    STRUCTURAL CONTROL & HEALTH MONITORING, 2006, 13 (06): : 1052 - 1067
  • [5] Finite Element-Based Modeling of Strain Hardening in Metal Forming
    Terhorst, Michael
    Ozhoga-Maslovskaja, Oksana
    Trauth, Daniel
    Mattfeld, Patrick
    Klocke, Fritz
    STEEL RESEARCH INTERNATIONAL, 2016, 87 (10) : 1323 - 1332
  • [6] Finite Element-Based Study of the Mechanics of Microgroove Cutting
    Bourne, Keith A.
    Kapoor, Shiv G.
    DeVor, Richard E.
    JOURNAL OF MANUFACTURING SCIENCE AND ENGINEERING-TRANSACTIONS OF THE ASME, 2013, 135 (03):
  • [7] Finite element-based analysis of shunted piezoelectric structures for vibration damping
    Becker, Jens
    Fein, Oliver
    Maess, Matthias
    Gaul, Lothar
    COMPUTERS & STRUCTURES, 2006, 84 (31-32) : 2340 - 2350
  • [8] A Finite Element-Based Methodology for the Thermo-mechanical Analysis of Early Age Behavior in Concrete Structures
    H. Cifuentes
    F. Montero-Chacón
    J. Galán
    J. Cabezas
    A. Martínez-De la Concha
    International Journal of Concrete Structures and Materials, 2019, 13
  • [9] Time domain spectral element-based wave finite element method for periodic structures
    Mukherjee, Shuvajit
    Gopalakrishnan, S.
    Ganguli, Ranjan
    ACTA MECHANICA, 2021, 232 (06) : 2269 - 2296
  • [10] A Finite Element-Based Methodology for the Thermo-mechanical Analysis of Early Age Behavior in Concrete Structures
    Cifuentes, H.
    Montero-Chacon, F.
    Galan, J.
    Cabezas, J.
    Martinez-De la Concha, A.
    INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS, 2019, 13 (01)