Toughness Calculation of Postfire Normal Concrete
Joint Authors
Lu, Zhoudao
Chen, Qingyang
Tang, Anjing
Source
Advances in Materials Science and Engineering
Issue
Vol. 2014, Issue 2014 (31 Dec. 2014), pp.1-8, 8 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2014-02-19
Country of Publication
Egypt
No. of Pages
8
Abstract EN
Fracture tests of postfire normal concrete with ten temperatures up to 600°C are implemented.
Residual fracture toughness using analytical method is determined.
Two situations are divided at critical load when calculating the cohesive fracture toughness.
The initial and critical fracture toughness could be calculated from the complete load-crack opening displacement curves.
Finally, the validation of double-K fracture model to the postfire concrete specimens is proved.
American Psychological Association (APA)
Chen, Qingyang& Tang, Anjing& Lu, Zhoudao. 2014. Toughness Calculation of Postfire Normal Concrete. Advances in Materials Science and Engineering،Vol. 2014, no. 2014, pp.1-8.
https://search.emarefa.net/detail/BIM-1015682
Modern Language Association (MLA)
Chen, Qingyang…[et al.]. Toughness Calculation of Postfire Normal Concrete. Advances in Materials Science and Engineering No. 2014 (2014), pp.1-8.
https://search.emarefa.net/detail/BIM-1015682
American Medical Association (AMA)
Chen, Qingyang& Tang, Anjing& Lu, Zhoudao. Toughness Calculation of Postfire Normal Concrete. Advances in Materials Science and Engineering. 2014. Vol. 2014, no. 2014, pp.1-8.
https://search.emarefa.net/detail/BIM-1015682
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1015682
