A Computational Constitutive Model for Glass Subjected to Large Strains, High Strain Rates and High Pressures

被引:273
|
作者
Holmquist, Timothy J. [1 ]
Johnson, Gordon R. [1 ]
机构
[1] SW Res Inst, Minneapolis, MN 55416 USA
来源
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME | 2011年 / 78卷 / 05期
关键词
BOROSILICATE GLASS; SPALL STRENGTH; FAILURE; IMPACT;
D O I
10.1115/1.4004326
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This article presents a computational constitutive model for glass subjected to large strains, high strain rates and high pressures. The model has similarities to a previously developed model for brittle materials by Johnson, Holmquist and Beissel (JHB model), but there are significant differences. This new glass model provides a material strength that is dependent on the location and/or condition of the material. Provisions are made for the strength to be dependent on whether it is in the interior, on the surface (different surface finishes can be accommodated), adjacent to failed material, or if it is failed. The intact and failed strengths are also dependent on the pressure and the strain rate. Thermal softening, damage softening, time-dependent softening, and the effect of the third invariant are also included. The shear modulus can be constant or variable. The pressure-volume relationship includes permanent densification and bulking. Damage is accumulated based on plastic strain, pressure and strain rate. Simple (single-element) examples are presented to illustrate the capabilities of the model. Computed results for more complex ballistic impact configurations are also presented and compared to experimental data. [DOI: 10.1115/1.4004326]
引用
收藏
页数:9
相关论文
共 50 条
  • [21] Material Behavior Description for a Large Range of Strain Rates from Low to High Temperatures: Application to High Strength Steel
    Simon, Pierre
    Demarty, Yael
    Rusinek, Alexis
    Voyiadjis, George Z.
    METALS, 2018, 8 (10):
  • [22] A strain-rate dependent micromechanical constitutive model for glass/epoxy composites
    Shokrieh, Mahmood M.
    Mosalmani, Reza
    Omidi, Majid Jamal
    COMPOSITE STRUCTURES, 2015, 121 : 37 - 45
  • [23] Stress-strain behavior of sand at high strain rates
    Omidvar, Mehdi
    Iskander, Magued
    Bless, Stephan
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2012, 49 : 192 - 213
  • [24] Shear stress versus strain responses of ultra-high-performance fiber-reinforced concretes at high strain rates
    Ngo, Tri Thuong
    Kim, Dong Joo
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2018, 111 : 187 - 198
  • [25] Mechanical response of kerogen at high strain rates
    Wang, Xiaohe
    Huang, Xianfu
    Gao, Mengni
    Zhao, Ya-Pu
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2021, 155
  • [26] Damage Evaluation and Statistic Constitutive Model of High-Temperature Granites Subjected to Liquid Nitrogen Cold Shock
    Chen, Zhiheng
    Sha, Song
    Xu, Lida
    Quan, Junsong
    Rong, Guan
    Jiang, Maiyong
    ROCK MECHANICS AND ROCK ENGINEERING, 2022, 55 (04) : 2299 - 2321
  • [27] Dynamic triaxial compression tests on sandstone at high strain rates and low confining pressures with split Hopkinson pressure bar
    Gong, Feng-Qiang
    Si, Xue-Feng
    Li, Xi-Bing
    Wang, Shan-Yong
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2019, 113 : 211 - 219
  • [28] Mechanical Properties and Dynamic Constitutive Model of Polyurethane Foam under Different Strain Rates
    Yao, Houqi
    Pang, Yuezhao
    Jiang, Laixu
    Li, Yuanyuan
    Qu, Jia
    APPLIED COMPOSITE MATERIALS, 2025, 32 (01) : 257 - 279
  • [29] Material Properties of Ultra High Performance Concrete (UHPC) at High Strain Rates
    Noeldgen, Markus
    Millon, Oliver
    Thoma, Klaus
    Fehling, Ekkehard
    BETON- UND STAHLBETONBAU, 2009, 104 (11) : 717 - 727
  • [30] Dynamic strength of distill water and lake water ice at high strain rates
    Wu, Xianqian
    Prakash, Vikas
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2015, 76 : 155 - 165