Numerical Simulation of Fracture Propagation of Concrete on Meso-Level

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Abstract:

In the paper, concrete on meso-level is taken as three phases composites consisting of aggregate、matrix and bond between matrix and aggregate. Model and arithmetic of Interface Element Method (IEM) is introduced and used to study the fracture characteristic and process of concrete under uniaxial load.

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Periodical:

Advanced Materials Research (Volumes 148-149)

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80-83

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Online since:

October 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Qian Jueshi & Zou Dingqi. Numerical concrete simulation of meso-level structure of concrete. Journal of Hebei Institute of Architectural Engineering. Vol. 16 (1994), p.37 (In Chinese).

Google Scholar

[2] Zhuo Jiashou & Zhang Qing. 2000. Interface Element Method of Discontinuous Media Mechanical Problem. Science Press (In Chinese).

Google Scholar

[3] WalravenJ. C,Reinhard H W,Theory and Experiments on the mechanical Behavior of cracks in Plain and Reinforced concrete subject to shear loading. Vol. 26 (1991), p.26.

Google Scholar

[4] Zhen Hong & Li Zhuofen. Displacement-controlled method in finite element analysis and its application. Chinese Journal of Geotechnical Engineering. Vol. 24 (2002), p.82 (In Chinese).

Google Scholar