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ELIÁŠ, J. STANG, H.
Original Title
Lattice modeling of aggregate interlocking in concrete
Type
journal article - other
Language
English
Original Abstract
In this paper, we study a mixed-mode fracture process using a conventional two dimensional lattice model with incorporated meso-level internal material structure. Simple elasto-brittle elements of the network are divided into three phases according to a projected grain layout. The stiffness of any element that fulfils a failure criterion is removed. As a new feature of the otherwise standard lattice approach, we added the recovery of normal stiffness when a severed element enters the compressive regime. This enhancement enables capture of the shear resistance of an existing crack caused by crack roughness, i.e. what is termed aggregate interlocking. We demonstrate this enhancement via the simulation of mixed-mode experiments on concrete performed at a laboratory at the Technical University of Denmark. Double notched concrete specimens were initially pre-cracked in tension. Then, various combinations of tensile and shear load (normal and tangential to the crack plane) were applied. Simulated crack patterns and load–displacement curves are compared to the experimental observations.
Keywords
Lattice model - Elasto-brittle elements - Non-proportional load-path - Stiffness recovery - Aggregate interlocking
Authors
ELIÁŠ, J.; STANG, H.
RIV year
2012
Released
28. 2. 2012
Location
Nizozemsko
ISBN
0376-9429
Periodical
INTERNATIONAL JOURNAL OF FRACTURE
Year of study
175
Number
2
State
Kingdom of the Netherlands
Pages from
1
Pages to
11
Pages count
URL
http://link.springer.com/article/10.1007/s10704-012-9677-3
BibTex
@article{BUT89882, author="Jan {Eliáš} and H. {Stang}", title="Lattice modeling of aggregate interlocking in concrete", journal="INTERNATIONAL JOURNAL OF FRACTURE", year="2012", volume="175", number="2", pages="1--11", issn="0376-9429", url="http://link.springer.com/article/10.1007/s10704-012-9677-3" }