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Numerical Modeling of Response and Damage of Masonry Walls to Blast Loading
作者姓名:DEEKS  Andrew
作者单位:School of
摘    要:To model the damage process of masonry walls under blast loading, a dynamic continuum damage material model is constructed for brick and mortar separately. The degradation of both the stiffness and strength are governed by a damage variable. By using the proposed material model, damage and fragmentation of a typical masonry wall under blast loading at different scaled distances is calculated. The hazard level of the masonry wall to blast loading is evaluated by analyzing the numerical results.


Numerical Modeling of Response and Damage of Masonry Walls to Blast Loading
DEEKS Andrew.Numerical Modeling of Response and Damage of Masonry Walls to Blast Loading[J].Transactions of Tianjin University,2006,12(Z1).
Authors:ZHOU Xiaoqing  HAO Hong  DEEKS Andrew
Abstract:To model the damage process of masonry walls under blast loading, a dynamic continuum damage material model is constructed for brick and mortar separately. The degradation of both the stiffness and strength are governed by a damage variable. By using the proposed material model, damage and fragmentation of a typical masonry wall under blast loading at different scaled distances is calculated. The hazard level of the masonry wall to blast loading is evaluated by analyzing the numerical results.
Keywords:masonry  blast loading  fragmentation  hazard level  damage  numerical modeling
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