Numerical Simulation of Splitting Tensile Strength for Concrete

Article Preview

Abstract:

The random aggregate model was used to simulate the structure of concrete, and microscopic damage and crack of concrete in splitting tensile tests were simulated by Finite Element Method. The process of splitting tensile damage for concrete was studied. The result shows that the method of numerical simulation based on random aggregate model is mainly feasible, and the surface between concrete aggregate and mortar is the weak part

You might also be interested in these eBooks

Info:

Periodical:

Pages:

142-145

Citation:

Online since:

April 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Schutter G. DE. and Taerwe .L. Random particle model for concrete based on Delaunay triangulation [J]. Materials and Structures, 1993(26): 67-73.

DOI: 10.1007/bf02472853

Google Scholar

[2] J.C. Walraven and H.W. Reinhard, Theory and Experimnets on the Mechanical behavior of Cracks in Plain and Reinforced Concrete Subjected to Shear Loading[J]. HERON, 1981, 26(1A): 23-26.

Google Scholar

[3] Liuguangting, wangzongmin. Numerical simulation study of fracture of concrete materials using random aggregate model[J], journal of Tsinghua university, 1996, 36(1): 84-89.

Google Scholar