Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.engfracmech.2008.06.019
Title: A geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures
Authors: Rabczuk, T.
Zi, G.
Bordas, S.
Nguyen-Xuan, H. 
Keywords: Brittle fracture
Cohesive zone modeling
Crack growth
Prestressed concrete
Reinforced concrete
Issue Date: Nov-2008
Citation: Rabczuk, T., Zi, G., Bordas, S., Nguyen-Xuan, H. (2008-11). A geometrically non-linear three-dimensional cohesive crack method for reinforced concrete structures. Engineering Fracture Mechanics 75 (16) : 4740-4758. ScholarBank@NUS Repository. https://doi.org/10.1016/j.engfracmech.2008.06.019
Abstract: A three-dimensional meshfree method for modeling arbitrary crack initiation and crack growth in reinforced concrete structure is presented. This meshfree method is based on a partition of unity concept and formulated for geometrically non-linear problems. The crack kinematics are obtained by enriching the solution space in order to capture the correct crack kinematics. A cohesive zone model is used after crack initiation. The reinforcement modeled by truss or beam elements is connected by a bond model to the concrete. We applied the method to model the fracture of several reinforced concrete structures and compared the results to experimental data. © 2008 Elsevier Ltd. All rights reserved.
Source Title: Engineering Fracture Mechanics
URI: http://scholarbank.nus.edu.sg/handle/10635/114623
ISSN: 00137944
DOI: 10.1016/j.engfracmech.2008.06.019
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