Effect of self-stressing on concrete-encased-steel filled circular CFRP tubes under axial compression

Title
Effect of self-stressing on concrete-encased-steel filled circular CFRP tubes under axial compression
Authors
Keywords
CFRP, Steel, Prestress, Inflection load, Ultimate load, Axial strain
Journal
Structures
Volume 29, Issue -, Pages 471-483
Publisher
Elsevier BV
Online
2020-12-09
DOI
10.1016/j.istruc.2020.10.084

Ask authors/readers for more resources

Reprint

Contact the author

Publish scientific posters with Peeref

Peeref publishes scientific posters from all research disciplines. Our Diamond Open Access policy means free access to content and no publication fees for authors.

Learn More

Become a Peeref-certified reviewer

The Peeref Institute provides free reviewer training that teaches the core competencies of the academic peer review process.

Get Started