WU He-xiang, LIU Ying, ZHANG Xin-chun, YANG Shuai. THE INFLUENCE OF LATTICE STRUCTURES ON THE DYNAMIC PERFORMANCE OF 3D METAL HOLLOW SPHERE FOAMS WITH DENSITY GRADIENT[J]. Engineering Mechanics, 2011, 28(12): 213-220.
Citation: WU He-xiang, LIU Ying, ZHANG Xin-chun, YANG Shuai. THE INFLUENCE OF LATTICE STRUCTURES ON THE DYNAMIC PERFORMANCE OF 3D METAL HOLLOW SPHERE FOAMS WITH DENSITY GRADIENT[J]. Engineering Mechanics, 2011, 28(12): 213-220.

THE INFLUENCE OF LATTICE STRUCTURES ON THE DYNAMIC PERFORMANCE OF 3D METAL HOLLOW SPHERE FOAMS WITH DENSITY GRADIENT

More Information
  • Received Date: March 22, 2010
  • Revised Date: July 20, 2010
  • In this paper, the dynamic properties of 3D metal hollow sphere (MHS) foams with simple cubic lattice, body-centred cubic lattice or face-centred cubic lattice are studied to investigate the influence of the lattice structures. The results show that the variation of the lattices changes the force and deformation modes of the spheres (two-ball model, five-ball model and transformation between them). The MHS foams with FCC lattice show great capability of energy absorption. Moreover, the MHS foams with FCC lattice are more sensitive to the variation of the density gradient. The results provide some theoretical guidance on the multi-objective optimization design of impact dynamic properties of porous materials.
  • Related Articles

    [1]ZHENG Shuang-jie, FU Qing-zhu, WANG Di, LI Hai-feng. HORIZONTAL LOAD TRANSFER MECHANISM OF COMPOSITE CABLE TOWER ANCHORAGE ZONE WITH EXPOSED STEEL ANCHOR BOX[J]. Engineering Mechanics, 2024, 41(9): 101-110. DOI: 10.6052/j.issn.1000-4750.2022.07.0631
    [2]HU Jie, HE Man-chao, LI Zhao-hua, ZHANG Long-fei, FENG Ji-li. NUMERICAL STUDY ON NPR CABLE-ROCK INTERACTION USING3D DISCRETE-CONTINUOUS COUPLING METHOD[J]. Engineering Mechanics, 2020, 37(7): 27-34. DOI: 10.6052/j.issn.1000-4750.2019.07.0390
    [3]LI Peng-fei, MAO Yan, DONG Zhen-hua, WEI Han. STUDY ON FLOOD ACTION MECHANISM AND FLOOD RESISTANCE OF HIGHWAY GIRDER BRIDGE SUPERSTRUCTURE[J]. Engineering Mechanics, 2020, 37(S): 217-223. DOI: 10.6052/j.issn.1000-4750.2019.05.S038
    [4]LI Peng, YANG Qing-shan, WANG Xiao-feng. STUDY ON MECHANICAL PROPERTIES OF ETFE CUSHIONS BASED ON INTERACTION MODEL[J]. Engineering Mechanics, 2014, 31(9): 203-210. DOI: 10.6052/j.issn.1000-4750.2013.06.0550
    [5]ZHENG Shuang-jie, LIU Yu-qing, XU Hai-jun. STRUCTURAL ANALYSIS OF STEEL BRACKET-CONCRETE WALLS IN CABLE-TOWER COMPOSITE ANCHORAGE[J]. Engineering Mechanics, 2014, 31(5): 197-202. DOI: 10.6052/j.issn.1000-4750.2012.12.0954
    [6]HU Xiao-bin, HE Hui-gao. STUDY ON THE MECHANICAL BEHAVIOR OF SELF-CENTERING WALL UNDER CYCLIC LOADING[J]. Engineering Mechanics, 2013, 30(11): 202-206. DOI: 10.6052/j.issn.1000-4750.2012.07.0558
    [7]RONG Chuan-xin, WANG Xiu-xi, CHENG Hua. A STUDY ON INTERACTION MECHANISM OF FROZEN SOIL WALL AND SHAFT LINING IN DEEP ALLUVIUM[J]. Engineering Mechanics, 2009, 26(3): 235-239.
    [8]ZHANG Ga, ZHANG Jian-min. ELASTOPLASTIC DAMAGE MODEL OF SOIL-STRUCTURE INTERFACE IN SINGLE PILE-SOIL INTERACTION ANALYSIS[J]. Engineering Mechanics, 2006, 23(2): 72-77.
    [9]YANG Qiang, YANG Xiao-jun, CHEN Xin. ON INTEGRATION ALGORITHMS FOR PERFECT PLASTICITY BASED ON DRUCKER-PRAGER CRITERION[J]. Engineering Mechanics, 2005, 22(4): 15-19,4.
    [10]REN Yan-rong, LIU Yu-biao, GU Xiao-yun. ANALYSIS OF PIPE/SOIL INTERACTION ON ELASTIC-PLASTIC SEABED[J]. Engineering Mechanics, 2004, 21(2): 84-87,8.

Catalog

    Article Metrics

    Article views PDF downloads Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return