A new model for simulating cracks in cementitious composites using embedded planes with local plasticity is presented. In the model it is assumed that the embedded planes of degradation (PODs) can not only undergo separation but can also regain contact, with the state of contact being controlled by a local contact model. A local plasticity model is included to capture permanent relative displacements associated with rough contact between the surfaces of embedded cracks. This model is a significant development of the Craft model developed by the second author, which allows shear contact, or aggregate interlock, behaviour, as well as crack opening/closing behaviour, to be simulated more accurately. A fully consistent tangent stiffness matrix and stress recovery algorithm is derived. The model has been implemented in a constitutive driver program and also in the finite–element program Lusas. The model is assessed against a series of single-point stress–strain paths, and against data from normal-shear and cyclic tests. It is shown that the inclusion of local plasticity significantly improves the accuracy of the predictions of the model when judged against experimental data.
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March 2008
Research Article|
March 01 2008
A new model for simulating cracks in cementitious composites
S. C. Hee;
S. C. Hee
Structural Engineer
School of Engineering, Cardiff University
UK
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A. D. Jefferson
A. D. Jefferson
Senior Lecturer
School of Engineering, Cardiff University
UK
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Publisher: Emerald Publishing
Received:
October 12 2007
Accepted:
April 22 2008
Online ISSN: 1755-0785
Print ISSN: 1755-0777
© 2008 Thomas Telford Ltd
2008
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics (2008) 161 (1): 3–16.
Article history
Received:
October 12 2007
Accepted:
April 22 2008
Citation
Hee SC, Jefferson AD (2008), "A new model for simulating cracks in cementitious composites". Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, Vol. 161 No. 1 pp. 3–16, doi: https://doi.org/10.1680/eacm.2008.161.1.3
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