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Damage-plasticity modelling of concrete: calibration of parameters using separation of fracture energy

Abstract:

The paper presents a method for the calibration of parameters of coupled damage-plasticity models for concrete. The determination procedure uses the experimental fact that during the fracture process in concrete in tension a considerable part of energy dissipation occurs via a plastic frictional mechanism hitherto disregarded in many constitutive models. The procedure developed provides a consistent and rational way of determining the parameters for coupled damage-plasticity models of concret...

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Publication status:
Published
Peer review status:
Peer reviewed

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Publisher copy:
10.1007/s10704-006-8379-0

Authors


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Institution:
University of New Mexico
Department:
Department of Mathematics and Statistics
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Institution:
University of Oxford
Department:
Mathematical,Physical & Life Sciences Division - Engineering Science
Publisher:
Springer Publisher's website
Journal:
International Journal of Fracture Journal website
Volume:
139
Issue:
2
Pages:
325-332
Publication date:
2006-05-05
DOI:
EISSN:
1573-2673
ISSN:
0376-9429
URN:
uuid:147c7536-92ff-4dfa-a1dc-91dc6fe5e60b
Local pid:
ora:4555

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