Bearing capacity of rectangular concrete-filled steel tube (CFST) and dumbbell shaped CFST under axial compression, eccentric compression, and pure bending stress states

Rong, Yan, Yang, LuFeng, Xie, Weiwei, Jiang, Lifang

DOI: 10.5061/dryad.905qfttrx
Published: 2023
Container: Not recorded
Publisher: Dryad
Open access: yes

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Cite this work

BibTeX

@article{allodium:10.5061/dryad.905qfttrx,
  title = {Bearing capacity of rectangular concrete-filled steel tube (CFST) and dumbbell shaped CFST under axial compression, eccentric compression, and pure bending stress states},
  author = {Rong, Yan and Yang, LuFeng and Xie, Weiwei and Jiang, Lifang},
  year = {2023},
  doi = {10.5061/dryad.905qfttrx},
  url = {https://doi.org/10.5061/dryad.905qfttrx}
}

RIS

TY  - JOUR
TI  - Bearing capacity of rectangular concrete-filled steel tube (CFST) and dumbbell shaped CFST under axial compression, eccentric compression, and pure bending stress states
AU  - Rong, Yan
AU  - Yang, LuFeng
AU  - Xie, Weiwei
AU  - Jiang, Lifang
PY  - 2023
DO  - 10.5061/dryad.905qfttrx
UR  - https://doi.org/10.5061/dryad.905qfttrx
ER  -

APA

Yan, R., LuFeng, Y., Weiwei, X., & Lifang, J. (2023). Bearing capacity of rectangular concrete-filled steel tube (CFST) and dumbbell shaped CFST under axial compression, eccentric compression, and pure bending stress states. https://doi.org/10.5061/dryad.905qfttrx

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datacite · retrieved 2026-11-05T22:16:51.960Z