Specimen Size Effect on Stress-Strain Response of Foams Under Direct-Impact

被引:0
作者
Koohbor, Behrad [1 ]
Kidane, Addis [1 ]
Lu, Wei-Yang [2 ]
Patel, Ronak [1 ]
机构
[1] Univ South Carolina, Dept Mech Engn, 300 Main St, Columbia, SC 29208 USA
[2] Sandia Natl Labs, Livermore, CA USA
来源
DYNAMIC BEHAVIOR OF MATERIALS, VOL 1 | 2017年
关键词
Polymeric foam; Dynamic loading; Digital image correlation; Shock tube; Direct impact; BEHAVIOR;
D O I
10.1007/978-3-319-41132-3_34
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Stress-strain response of rigid closed-cell polymeric foam under direct impact loading conditions is investigated, focusing on the specimen size effects. Cylindrical specimens with two different length-to-diameter ratios are impacted at different projectile velocities. Stereovision high speed photography in conjunction with 3D digital image correlation is utilized to study the full-field deformation of specimens under impact loading. A non-parametric analysis is then conducted to extract the local stress-strain curves within specimens. The proposed analytical method takes into account the concurrent influences of inertia stresses and material compressibility. The inertia stress within the area of interest is evaluated using the full-field distributions of acceleration and density. The calculated inertia stress is then superimposed with the stress measured at the boundary to enable the determination of full-field stress distribution over the entire gauge area. The results obtained in this work confirm that the effects of inertia stresses become more pronounced as specimen length-to-diameter ratio increases; whereas the degree of strain and strain rate variability is also elevated.
引用
收藏
页码:253 / 261
页数:9
相关论文
共 50 条
  • [21] Nonlinear stress-strain response of soft Chicago glacial clays
    Kim, Taesik
    Han, Jin-tae
    Cho, Wanjei
    KSCE JOURNAL OF CIVIL ENGINEERING, 2015, 19 (04) : 1139 - 1149
  • [22] Dynamic strain field for granite specimen under SHPB impact tests based on stress wave propagation
    Wang, Jiong
    Ma, Lei
    Zhao, Fei
    Lv, Bangguo
    Gong, Weili
    He, Manchao
    Liu, Peng
    UNDERGROUND SPACE, 2022, 7 (05) : 767 - 785
  • [23] Stress-Strain Degradation Response of Railway Ballast Stabilized with Geosynthetics
    Indraratna, Buddhima
    Nimbalkar, Sanjay
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2013, 139 (05) : 684 - 700
  • [24] Direct Tensile Properties and Stress-Strain Model of UHP-ECC
    Yu, Ke-Quan
    Lu, Zhou-Dao
    Dai, Jian-Guo
    Shah, Surendra P.
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2020, 32 (01)
  • [25] Effect of Initial Relative Density on Post-cyclic Stress-Strain Response of Liquefied Samples
    Ismael, Bashar
    Lombardi, Domenico
    Bhattacharya, Subhamoy
    PROCEEDINGS OF GEOSHANGHAI 2018 INTERNATIONAL CONFERENCE: ADVANCES IN SOIL DYNAMICS AND FOUNDATION ENGINEERING, 2018, : 19 - 26
  • [26] Compressive Stress-Strain Response of Concrete Exposed to Low Temperatures
    MacLean, Thomas J.
    Lloyd, Alan
    JOURNAL OF COLD REGIONS ENGINEERING, 2019, 33 (04)
  • [27] Stress-strain response and fatigue life of four metallic materials under asynchronous loadings: Experimental observations
    Pejkowski, Lukasz
    Skibicki, Dariusz
    INTERNATIONAL JOURNAL OF FATIGUE, 2019, 128
  • [28] Stress-strain response of textured AZ31B magnesium alloy under uniaxial tension at the different strain rates
    Geng, C. J.
    Wu, B. L.
    Du, X. H.
    Wang, Y. D.
    Zhang, Y. D.
    Wagner, F.
    Esling, C.
    MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES MICROSTRUCTURE AND PROCESSING, 2013, 559 : 307 - 313
  • [29] The effect of partial delignification on the stress-strain relationship in transverse compression
    Jakob, Matthias
    Gindl-Altmutter, Wolfgang
    JOURNAL OF MATERIALS SCIENCE, 2023, 58 (03) : 1071 - 1085
  • [30] Study on stress-strain relation of concrete confined by CFRP under preload
    Pan, Yi
    Rui, Guo
    Li, Hongyi
    Tang, Hongyuan
    Xu, Long
    ENGINEERING STRUCTURES, 2017, 143 : 52 - 63