Přístupnostní navigace
E-application
Search Search Close
Publication result detail
LE, J.; ELIÁŠ, J.
Original Title
Numerical Modeling of Crack Growth in Quasibrittle Structures Under Compressive Fatigue.
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
This paper presents a numerical investigation on the mode-I crack propagation in quasibrittle structures under compressive cyclic loading based on a cohesive element model. The constitutive law of cohesive elements consists of a plastic-type model in compression and a strain-softening damage model in tension. Such a constitutive relation leads to the formation of a residual tensile zone at the crack tip upon unloading, which is responsible for cohesive fracture. The proposed model qualitatively agrees with the experimental observations. Furthermore, it is shown that the existing fatigue kinetics equation for tensile fatigue can be extended to compressive fatigue crack growth through a fracture process zone (FPZ) equivalence principle.
English abstract
Keywords
Numerical, Modeling, Crack, Growth, Quasibrittle, Compressive, Fatigue
Key words in English
Authors
RIV year
2013
Released
03.10.2012
Location
Vídeň, Rakousko
ISBN
978-0-415-62126-7
Book
Life-Cycle and Sustainability of Civil Infrastructure Systems: Proceedings of the Third International Symposium on Life-Cycle Civil Engineering (IALCCE'12)
Pages from
1296
Pages to
1302
Pages count
7
BibTex
@inproceedings{BUT98591, author="Jia-Liang {Le} and Jan {Eliáš}", title="Numerical Modeling of Crack Growth in Quasibrittle Structures Under Compressive Fatigue.", booktitle="Life-Cycle and Sustainability of Civil Infrastructure Systems: Proceedings of the Third International Symposium on Life-Cycle Civil Engineering (IALCCE'12)", year="2012", pages="1296--1302", address="Vídeň, Rakousko", isbn="978-0-415-62126-7" }