The DOI matches its Crossref record; 30 of the 30 references it cites were found in a registry or an index.
Post-fire performance of axially-loaded elliptical concrete-filled steel tubular stub columns
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Existing simulations of interfacial bonding-slip have mainly employed two approaches: setting coulomb friction or using nonlinear spring elements.
“Existing simulations of interfacial bonding-slip have mainly employed two approaches: setting coulomb friction [54], or using nonlinear spring elements [55].”
From Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs (2025) · cites this paper as [54]
Citations
Cites
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Self-citationAn experimental study on elliptical concrete filled columns under axial compression
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Flagged first, then by citations
Research works printed but not linked: 5
- Wang, 2022, Performance and mechanical analysis of ECFST short column with spherical-cap gap under axial compression, Prog Steel Build Struct, 24, 1
- Wang, 2022, Experimental and numerical study on seismic performance of elliptical concrete-filled steel tubular columns. China Civil, Eng J
- Xu, 2022, Research on seismic behavior of elliptical concrete filled steel tubular columns, Build Struct
- Manigandan, 2022, Shape effect on axially loaded CFDST columns, Steel Compos Struct, 43, 759
- Song, 2021, Post-fire bond behaviour of steel tube-core concrete interface in elliptical concrete-filled steel tubes. China Civil, Eng J, 54, 41
Cited by
Sorted by citations
Investigation on the bond-slip behavior of recycled aggregate concrete-filled steel tube with studs
Cai, G., Sun, B., Zeng, S., Yang, P., & Zhang, J. (2025) · PLoS ONE · doi:10.1371/journal.pone.0325279 · Cited by 1
Metadata
- Authors
- Song, T.-Y., Li, C.-L., Chen, Z., Liu, X.-L., & Zhou, H.
- Affiliations
- Beijing University of Technology (CN)
- Guangxi University (CN)
- Corresponding author
- Song, Tian-Yi
- Venue
- Structures
- Publisher
- Elsevier BV
- Published
- 2023-04
- Volume
- 50
- Pages
- 2004-2023
- ISSN
- 2352-0124 (ISSN-L)
- OpenAlex
- W4324144882
- Cited by
- 18
- References
- 30
- Citations by year
- 2026: 5 · 2025: 9 · 2024: 3 · 2023: 1
- FWCI
- 2.11
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Structures (publishedVersion)
- Funders
- Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety (2021ZDK001)
- National Natural Science Foundation of China (52178444, 51778018)
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Load-Bearing Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Fire effects on concrete materials
- Physical Sciences › Engineering › Civil and Structural Engineering › Structural Response to Dynamic Loads
- Keywords
- concrete-filled steel tube columns, elliptical cross-section, post-fire performance, fire resistance, stub columns, axial loading, residual bearing capacity, ultimate bearing capacity, failure modes, fire duration, simplified design formula
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