Access the full text.
Sign up today, get DeepDyve free for 14 days.
G. Bolzon, G. Maier, G. Novati (1994)
Some aspects of quasi-brittle fracture analysis as a linear complementarity problem
(1998)
Failure analysis of quasi-brittle and poroplas
C. Comi, G. Maier, U. Perego (1992)
Generalized variable finite element modeling and extremum theorems in stepwise holonomic elastoplasticity with internal variablesApplied Mechanics and Engineering, 96
R. Goodman, R. Taylor, T. Brekke (1968)
CLOSURE ON A MODEL FOR THE MECHANICS OF JOINTED ROCKJournal of Soil Mechanics & Foundations Div
E. Bruhwiler, V. Saouma (1995)
Water Fracture Interaction in Concrete--Part II: Hydrostatic Pressure in CracksMaterials, 92
G. Guinea, J. Planas, M. Elices (1994)
A general bilinear fit for the softening curve of concreteMaterials and Structures, 27
B. Karihaloo (1995)
Fracture mechanics and structural concreteInternational Journal of Fracture, 77
G. Bolzon, G. Maier, F. Tin-Loi (1997)
On multiplicity of solutions in quasi-brittle fracture computationsComputational Mechanics, 19
K. Chau (1997)
Young's Modulus Interpreted from Compression Tests with End FrictionJournal of Engineering Mechanics-asce, 123
S. Dirkse, M. Ferris (1995)
The path solver: a nommonotone stabilization scheme for mixed complementarity problemsOptimization Methods & Software, 5
Shen Xin-pu (2001)
A piece-wise-linear elasto-plastic constitutive model for mixed-mode interface cracksChinese Jounal of Geotechnical Engineering
G. Cocchetti, G. Maier, X. Shen (2002)
Piecewise Linear Models for Interfaces and Mixed Mode Cohesive CracksCmes-computer Modeling in Engineering & Sciences, 3
H. Lotfi, P. Shing (1994)
Interface Model Applied to Fracture of Masonry StructuresJournal of Structural Engineering-asce, 120
E. Bruhwiler, V. Saouma (1995)
Water Fracture Interaction in Concrete--Part 1: Fracture PropertiesMaterials, 92
E. Richard, L. Robert, L. Tor (1968)
A model for the mechanics of jointed rock, 94
I. Carol, P. Prat, C. López (1997)
NORMAL/SHEAR CRACKING MODEL: APPLICATION TO DISCRETE CRACK ANALYSISJournal of Structural Engineering-asce, 123
J.-M. Hohberg (1992)
A joint element for the nonlinear dynamic analysis of arch dams, 186
Z. Bažant, L. Cedolin, J. Hutchinson (1993)
Stability of Structures: Elastic, Inelastic, Fracture, and Damage TheoriesJournal of Applied Mechanics, 60
Firstly the focus is put on the formulation of an holonomic (in the sense of plastic deformation theory) constitutive model for a mixed-mode cohesive interface crack at the interface of a concrete structure accounting for the influence of water pressure. Secondly, the consequent discretized formulation of piece-wise linear interface laws in terms of generalized variables and its formulation as a linear complementarity problem is presented. At the end of this paper, numerical analysis for mixed-mode cohesive fracture of a concrete-rock interface of a benchmark gravity dam is described.
Advances in Structural Engineering – SAGE
Published: Jan 1, 2002
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.