Impact Behavior of Recycled Aggregate Concrete Based on Split Hopkinson Pressure Bar Tests
Joint Authors
Zhang, Shu
Lu, Yubin
Teng, Xiao
Chen, Xing
Source
Advances in Materials Science and Engineering
Issue
Vol. 2013, Issue 2013 (31 Dec. 2013), pp.1-8, 8 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2013-03-10
Country of Publication
Egypt
No. of Pages
8
Main Subjects
Engineering Sciences and Information Technology
Abstract EN
This paper presents the experimental results of recycled aggregate concrete (RAC) specimens prepared with five different amounts of recycled coarse aggregate (RCA) (i.e., 0, 25%, 50%, 75%, and 100%) subjected to impact loading based on split Hopkinson pressure bar tests.
Strain-rate effects on dynamic compressive strength and critical strain of RAC were studied.
Results show that the impact properties of RAC exhibit strong strain-rate dependency and increase approximately linearly with strain-rate.
The transition point from low strain-rate sensitivity to high sensitivity decreases with the increase of matrix strength.
American Psychological Association (APA)
Lu, Yubin& Chen, Xing& Teng, Xiao& Zhang, Shu. 2013. Impact Behavior of Recycled Aggregate Concrete Based on Split Hopkinson Pressure Bar Tests. Advances in Materials Science and Engineering،Vol. 2013, no. 2013, pp.1-8.
https://search.emarefa.net/detail/BIM-468489
Modern Language Association (MLA)
Lu, Yubin…[et al.]. Impact Behavior of Recycled Aggregate Concrete Based on Split Hopkinson Pressure Bar Tests. Advances in Materials Science and Engineering No. 2013 (2013), pp.1-8.
https://search.emarefa.net/detail/BIM-468489
American Medical Association (AMA)
Lu, Yubin& Chen, Xing& Teng, Xiao& Zhang, Shu. Impact Behavior of Recycled Aggregate Concrete Based on Split Hopkinson Pressure Bar Tests. Advances in Materials Science and Engineering. 2013. Vol. 2013, no. 2013, pp.1-8.
https://search.emarefa.net/detail/BIM-468489
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-468489
