Nonlinear Bond Model for the Dowel Action considering the Fatigue Damage Effect
Joint Authors
Li, Pengfei
Wang, Chengzhi
Tan, Ni
Source
Advances in Materials Science and Engineering
Issue
Vol. 2018, Issue 2018 (31 Dec. 2018), pp.1-11, 11 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2018-06-20
Country of Publication
Egypt
No. of Pages
11
Abstract EN
To investigate the mechanical properties of dowel action under fatigue loads, 3 reinforced concrete specimens with different bar diameters (12 mm, 20 mm, and 25 mm) were subjected to the fatigue loading and were designed to investigate the attenuation character of dowel action and the fatigue failure modes.
The load transfer mechanism of the bond was analyzed based on the 3D relative motions between reinforcing bars and subgrade concrete.
Fatigue damage effects were considered in the model.
A deterioration coefficient based on the deformation path was defined to represent the accumulation of fatigue damage.
Verification of the model was conducted by comparing the analysis results with experimental data obtained in this study and from the literature, and satisfactory agreement was obtained.
American Psychological Association (APA)
Li, Pengfei& Tan, Ni& Wang, Chengzhi. 2018. Nonlinear Bond Model for the Dowel Action considering the Fatigue Damage Effect. Advances in Materials Science and Engineering،Vol. 2018, no. 2018, pp.1-11.
https://search.emarefa.net/detail/BIM-1122476
Modern Language Association (MLA)
Li, Pengfei…[et al.]. Nonlinear Bond Model for the Dowel Action considering the Fatigue Damage Effect. Advances in Materials Science and Engineering No. 2018 (2018), pp.1-11.
https://search.emarefa.net/detail/BIM-1122476
American Medical Association (AMA)
Li, Pengfei& Tan, Ni& Wang, Chengzhi. Nonlinear Bond Model for the Dowel Action considering the Fatigue Damage Effect. Advances in Materials Science and Engineering. 2018. Vol. 2018, no. 2018, pp.1-11.
https://search.emarefa.net/detail/BIM-1122476
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1122476
