TECHNICAL PAPERS
Jan 1, 2002

Improved Lattice Model for Concrete Fracture

Publication: Journal of Engineering Mechanics
Volume 128, Issue 1

Abstract

An improved regular lattice network model is developed and validated for fracture of concrete structures. The improvements pertain to the inclusion of the tension softening response of the matrix phase, and of the modelling of structural response by incrementing the deformation rather than the load. A further development is the use of a regular square rather than a triangular lattice network to speed up the computations. These improvements eliminate the need for the introduction of arbitrary scaling parameters in the beam element failure criteria. Validation checks on notched three-point bend concrete specimens confirm the predictive capabilities of the improved lattice model with regard to both the load-deformation behavior and the energy dissipation mechanisms.

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References

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Information & Authors

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 128Issue 1January 2002
Pages: 57 - 65

History

Received: Sep 7, 2000
Accepted: Mar 26, 2001
Published online: Jan 1, 2002
Published in print: Jan 2002

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Authors

Affiliations

A. Arslan
Faculty of Engineering and Architecture, Dept. of Civil Engineering Gazi Univ., 06570 Maltepe-Ankara, Turkey.
R. Ince
Faculty of Engineering, Dept. of Civil Engineering, Firat Univ., Elazig, Turkey.
B. L. Karihaloo, F.ASCE
School of Engineering, Cardiff Univ., Cardiff CF24 3TB, U.K.

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