Access the full text.
Sign up today, get DeepDyve free for 14 days.
J. Carmeliet (1999)
Optimal estimation of gradient damage parameters from localization phenomena in quasi‐brittle materialsMechanics of Cohesive-frictional Materials, 4
(1982)
Use of polystyrene pieces for aggregate of concrete
(1992)
Wave propagation, localization and dispersion in softening solids
H. Tada (2000)
The stress analysis of cracks handbook
Z. Bažant, G. Pijaudier-Cabot (1989)
Measurement of Characteristic Length of Nonlocal ContinuumJournal of Engineering Mechanics-asce, 115
A. Maji, S. Shah (1988)
Process zone and acoustic-emission measurements in concreteExperimental Mechanics, 28
G. Pijaudier-Cabot, Z. Bažant (1987)
Nonlocal damage theoryJournal of Engineering Mechanics-asce, 113
(1975)
Lightweight plastic-aggregate concrete
A.K. Maji, S.P. Shah (1988)
Process zone and acoustic emission in concreteExperimental mechanics, 28
J. Mazars, G. Pijaudier-Cabot (1996)
From damage to fracture mechanics and conversely: A combined approachInternational Journal of Solids and Structures, 33
H. Mihashi, N. Nomura, S. Niiseki (1991)
Influence of aggregate size on fracture process zone of concrete detected with three dimensional acoustic emission techniqueCement and Concrete Research, 21
A. Hillerborg, Mats Modéer, P. Petersson (1976)
Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elementsCement and Concrete Research, 6
Z. Bažant, J. Planas (1997)
Fracture and Size Effect in Concrete and Other Quasibrittle Materials
C. Bellégo, J. Dube, G. Pijaudier-Cabot, B. Gérard (2003)
Calibration of nonlocal damage model from size effect testsEuropean Journal of Mechanics A-solids, 22
(1999)
Measurement of displacement field using a correlation method in white light' OASIS 1999 -1er Congres europeen de !'Organisation pour I' Application des Sciences de I
Surendra Shah (1990)
Size-effect method for determining fracture energy and process zone size of concreteMaterials and Structures, 23
J. Mazars (1984)
APPLICATION DE LA MECANIQUE DE L'ENDOMMAGEMENT AU COMPORTEMENT NON LINEAIRE ET A LA RUPTURE DU BETON DE STRUCTURE
M. Geers, D. Borst, W. Brekelmans, Rhj Peerlings (1998)
On the use of local strain fields for the determination of the intrinsic length scaleJournal De Physique Iv, 08
K. Otsuka, H. Date (2000)
Fracture process zone in concrete tension specimenEngineering Fracture Mechanics, 65
Scott Selleck, E. Landis, M. Peterson, Surendra Shah, J. Achenbach (1998)
ULTRASONIC INVESTIGATION OF CONCRETE WITH DISTRIBUTED DAMAGEAci Materials Journal, 95
(1987)
Modelling concrete damage by acoustic emission
S.H. Perry, P.H. Biscoff, K. Yamura (1991)
Mix details behaviour of polystyrene aggregate concreteMagazine of Concrete Research, 43
Y. Berthaud (1991)
Damage measurements in concrete via an ultrasonic technique. Part I experimentCement and Concrete Research, 21
Rhj Peerlings, D. Borst, W. Brekelmans, D. Vree (1996)
Gradient enhanced damage for quasi-brittle materialsInternational Journal for Numerical Methods in Engineering, 39
R. Zimmerman (1991)
Elastic moduli of a solid containing spherical inclusionsMechanics of Materials, 12
S. Perry, P. Bischoff, K. Yamura (1991)
Mix details and material behaviour of polystyrene aggregate concreteMagazine of Concrete Research, 43
K. Kendall, A. Howard, J. Birchall (1983)
The relation between porosity, microstructure and strength, and the approach to advanced cement-based materialsPhilosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences, 310
(2002)
Damage modelling of concrete structures -Numerical approaches and microstructure effects on the rupture properties
Z. Bažant (1992)
FRACTURE MECHANICS OF CONCRETE STRUCTURES
In this paper, we examine the correlation between the width of the fracture process zone, the parameters entering in the description of size effect (related to the dimension of the specimen especially), and the internal length in non local constitutive relations for a model mortar material with a controlled macro-porosity. Experimental investigations on this material in compression, bending, acoustic emission measurements and their analysis are detailed. The experiments show a good agreement between the evolution of Bažant's size effect parameterd 0 and the evolution of the width of the FPZ. The internal length obtained with the help of inverse finite element analysis is also proportional to these quantities. This correlation provides a reasonable approximation of the internal length, from an experimental test on specimens of a single size directly, equipped with acoustic emission localization devices.
Materials and Structures – Springer Journals
Published: Aug 4, 2006
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.