Discretized kinematic hardening in cyclic degradation of rocks and soils
Publication
, Journal Article
Hueckel, T
Published in: Engineering Fracture Mechanics
January 1, 1985
A discretized description is made of the process of kinematic hardening in elasto-plastic solids in the range of infinitesimal strains. Applications of this description to the modelling of response to cyclic loading of rocks and soils are presented. © 1985.
Duke Scholars
Published In
Engineering Fracture Mechanics
DOI
ISSN
0013-7944
Publication Date
January 1, 1985
Volume
21
Issue
4
Start / End Page
923 / 945
Related Subject Headings
- Mechanical Engineering & Transports
- 40 Engineering
Citation
APA
Chicago
ICMJE
MLA
NLM
Hueckel, T. (1985). Discretized kinematic hardening in cyclic degradation of rocks and soils. Engineering Fracture Mechanics, 21(4), 923–945. https://doi.org/10.1016/0013-7944(85)90098-0
Hueckel, T. “Discretized kinematic hardening in cyclic degradation of rocks and soils.” Engineering Fracture Mechanics 21, no. 4 (January 1, 1985): 923–45. https://doi.org/10.1016/0013-7944(85)90098-0.
Hueckel T. Discretized kinematic hardening in cyclic degradation of rocks and soils. Engineering Fracture Mechanics. 1985 Jan 1;21(4):923–45.
Hueckel, T. “Discretized kinematic hardening in cyclic degradation of rocks and soils.” Engineering Fracture Mechanics, vol. 21, no. 4, Jan. 1985, pp. 923–45. Scopus, doi:10.1016/0013-7944(85)90098-0.
Hueckel T. Discretized kinematic hardening in cyclic degradation of rocks and soils. Engineering Fracture Mechanics. 1985 Jan 1;21(4):923–945.
Published In
Engineering Fracture Mechanics
DOI
ISSN
0013-7944
Publication Date
January 1, 1985
Volume
21
Issue
4
Start / End Page
923 / 945
Related Subject Headings
- Mechanical Engineering & Transports
- 40 Engineering