Finite Element Analysis of 3-D Problems of Deformation and Failure of Masonry Under Explosive Loading

Valentin Georgiyevich Bazhenov; Alexader Ivanovich Kibetz; Leopold Kruszka

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Finite Element Analysis of 3-D Problems of Deformation and Failure of Masonry Under Explosive Loading

机译：爆炸荷载下砌体变形与破坏的三维问题三维有限元分析

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摘要

A finite-element procedure is developed for solving three-dimensional non-steady problems of deformation and fracture of brickwork reinforced by composite plates, including rigid and soft layers.

机译：提出了一种有限元程序来解决三维三维非稳态问题，这种三维非稳态问题是由复合板（包括刚性层和软层）加固的砖砌体的变形和断裂。

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来源
《International Journal of Protective Structures》 |2012年第4期|449-456|共8页
作者
Valentin Georgiyevich Bazhenov; Alexader Ivanovich Kibetz; Leopold Kruszka;
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作者单位

Research Institute of Mechanics, State University of Nizhny Novgorod, Russia, 603950, N.Novgorod, GSP-1000, prospect Gagarina, 23, korp. 6;

Research Institute of Mechanics, State University of Nizhny Novgorod, Russia, 603950, N.Novgorod, GSP-1000, prospect Gagarina, 23, korp. 6;

Military University of Technology, Poland, 2, Kaliski St., 00908 Warsaw;

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原文格式 PDF
正文语种 eng
中图分类
关键词
brickwork; composite plate; deformation; fracture; finite-element procedure; experiment;

机译：砖砌复合板形变;断裂;有限元程序实验;

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4. Loading height on reinforced brick masonry wall's failure mode and seismic performance with finite element analysis method [C] . Zhiheng Wu, Wenfang Zhang MECE 2013 . 2013

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5. Nonlinear finite element analysis of reinforced concrete masonry walls (CMU) subjected to in-plane monotonic loading. [D] . Li, Jia. 2007

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8. Finite Element Computations on Supercomputers and Their Applications to FailureAnalysis of Composite Masonry Walls [R] . Anand, S. C., Yalamanchili, K. K. 1990

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Finite Element Analysis of 3-D Problems of Deformation and Failure of Masonry Under Explosive Loading

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