Progressive fracture modeling of the failure wave in impacted glass

被引:1
作者
Yao, Guowen [1 ]
Liu, Zhanfang
Huang, Peiyan
机构
[1] Chongqing Jiaotong Univ, Coll Civil Engn & Architecture, Chongqing 400074, Peoples R China
[2] Chongqing Univ, Dept Mech Engn, Chongqing 400044, Peoples R China
[3] S China Univ Technol, Coll Traff & Commun, Guangzhou 510640, Peoples R China
基金
中国国家自然科学基金;
关键词
the failure wave; progressive fracture model; glass; planar impact;
D O I
10.1007/s10338-006-0608-6
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The failure wave has been observed propagating in glass under impact loading since 1991. It is a continuous fracture zone which may be associated with the damage accumulation process during the propagation of shock waves. A progressive fracture model was proposed to describe the failure wave formation and propagation in shocked glass considering its heterogeneous meso-structures. The original and, nucleated microcracks will expand along the pores and other defects with concomitant dilation when shock loading is below the Hugoniot Elastic Limit. The governing equation of the failure wave is characterized by inelastic bulk strain with material damage and fracture. And the inelastic bulk strain consists of dilatant strain from nucleation and expansion of microcracks and condensed strain from the collapse of the original pores. Numerical simulation of the free surface velocity was performed and found in good agreement with planar impact experiments on K9 glass at China Academy of Engineering Physics. And the longitudinal, lateral and shear stress histories upon the arrival of the failure wave were predicted, which present the diminished shear strength and lost spall strength in the failed layer.
引用
收藏
页码:69 / 74
页数:6
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