Compression-Shear Hysteretic Performance of Circular Section Members Strengthened with CFRP-Wrapped Steel Tube Confined Concrete.

Peng K, Wang Q, Wan L

DOI: 10.3390/ma19184026
Published: 2026 Sep 21
Container: Materials (Basel, Switzerland)
Publisher: Not recorded
Open access: unknown

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Cite this work

BibTeX

@article{allodium:10.3390/ma19184026,
  title = {Compression-Shear Hysteretic Performance of Circular Section Members Strengthened with CFRP-Wrapped Steel Tube Confined Concrete.},
  author = {Peng K and Wang Q and Wan L},
  year = {2026},
  journal = {Materials (Basel, Switzerland)},
  doi = {10.3390/ma19184026},
  url = {https://doi.org/10.3390/ma19184026}
}

RIS

TY  - JOUR
TI  - Compression-Shear Hysteretic Performance of Circular Section Members Strengthened with CFRP-Wrapped Steel Tube Confined Concrete.
AU  - Peng K
AU  - Wang Q
AU  - Wan L
PY  - 2026
JO  - Materials (Basel, Switzerland)
DO  - 10.3390/ma19184026
UR  - https://doi.org/10.3390/ma19184026
ER  -

APA

K, P., Q, W., & L, W. (2026). Compression-Shear Hysteretic Performance of Circular Section Members Strengthened with CFRP-Wrapped Steel Tube Confined Concrete.. Materials (Basel, Switzerland). https://doi.org/10.3390/ma19184026

Source records

pubmed · retrieved 2026-09-26T19:55:24.572Z