An experimental and numerical study of the localization behavior of tantalum and stainless steel

被引:89
|
作者
Bronkhorst, CA
Cerreta, EK
Xue, Q
Maudlin, PJ
Mason, TA
Gray, GT
机构
[1] Los Alamos Natl Lab, Div Theoret, Los Alamos, NM 87545 USA
[2] Los Alamos Natl Lab, Div Mat Sci & Technol, Los Alamos, NM 87545 USA
关键词
shear localization; elastic-visco plastic material;
D O I
10.1016/j.ijplas.2005.10.002
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In general, the shear localization process involves initiation and growth. Initiation is expected to be a stochastic process in material space where anisotropy in the elastic-plastic behavior of single crystals and inter-crystalline interactions serve to form natural perturbations to the material's local stability. A hat-shaped sample geometry was used to study shear localization growth. It is an axisymmetric sample with an upper "hat" portion and a lower "brim" portion with the shear zone located between the hat and brim. The shear zone length is 870-890 mu m with deformation imposed through a split-Hopkinson pressure bar system at maximum top-to-bottom velocity in the range of 8-25 m/s. We present experimental results of the deformation response of tantalum and 316L stainless steel samples. The tantalum samples did not form shear bands but the stainless steel sample formed a late stage shear band. We have also modeled these experiments using both conductive and adiabatic continuum models. An anisotropic elasto-viscoplastic constitutive model with damage evolution was used within the finite element code EPIC. A Mie-Gruneisen equation of state and the rate and temperature sensitive MTS flow stress model together with a Gurson flow surface were employed. The models performed well in predicting the experimental data. The numerical results for tantalum suggested a maximum equivalent strain rate on the order of 7 x 10(4) s(-1) in the gage section for an imposed top surface displacement rate of 17.5 m/s. The models also suggested that for an initial temperature of 298 K a temperature in the neighborhood of 900 K was reached within the shear section. The numerical results for stainless steel suggest that melting temperature was reached throughout the shear band shortly after peak load. Due to sample geometry, the stress state in the shear zone was not pure shear; a significant normal stress relative to the shear zone basis line was developed. (C) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1304 / 1335
页数:32
相关论文
共 50 条
  • [41] Thermo-mechanical behavior of stainless steel fiber reinforced refractory concrete: Experimental and numerical analysis
    Bareiro, Walter Gabriel
    Silva, Flavio de Andrade
    Sotelino, Elisa Dominguez
    CONSTRUCTION AND BUILDING MATERIALS, 2020, 240
  • [42] Experimental and Numerical Analysis of Stainless Steel Microtube in Flaring Process
    Chen, Tsung-Chia
    Ceng, Wei-Kai
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2014, 2014
  • [43] Experimental and numerical investigation of high strength stainless steel structures
    Young, Ben
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2008, 64 (11) : 1225 - 1230
  • [44] Experimental and numerical studies of lean duplex stainless steel beams
    Theofanous, M.
    Gardner, L.
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2010, 66 (06) : 816 - 825
  • [45] Repassivating tantalum/tantalum oxide surface modification on stainless steel implants
    Macionczyk, F
    Gerold, B
    Thull, R
    SURFACE & COATINGS TECHNOLOGY, 2001, 142 : 1084 - 1087
  • [46] Experimental and theoretical study on the behavior of cold-formed stainless steel stub columns
    Shu, Ganping
    Zheng, Baofeng
    Shen, Xiaoming
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2013, 13 (01) : 141 - 153
  • [47] Experimental study on hysteretic behavior of stainless steel welded H-section columns
    Ning K.
    Yang L.
    Ban H.
    Sun Y.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2020, 41 (06): : 215 - 222
  • [48] Experimental study on mechanical behavior of stainless steel spider series in glass curtain wall
    Chen, Yu
    Wang, Zhaomin
    Yin, Yongming
    Zhang, Huihua
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2010, 31 (SUPPL. 1): : 195 - 200
  • [49] Experimental and theoretical study on the behavior of cold-formed stainless steel stub columns
    Ganping Shu
    Baofeng Zheng
    Xiaoming Shen
    International Journal of Steel Structures, 2013, 13 : 141 - 153
  • [50] Experimental study on the interfacial bond behavior of UHPC filled circular stainless steel tubes
    Lai, Bing-Lin
    Li, Yi-Ran
    Zhao, Jia-Hui
    Kong, Zheng-Yi
    Fan, Sheng-Gang
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2025, 224