Study on Punching Shear Performance of Concrete-Filled Steel Tubular Column-Slab Column Joints in Metro Stations Article Swipe
Wufeng Mao
,
Yanmei Ruan
,
Yuhui Li
,
Rui Liang
,
Chenyang Xiao
,
Yuan Mei
,
Hongping Lu
·
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.3390/buildings15173219
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.3390/buildings15173219
To investigate the strain patterns and shear failure mechanisms of concrete-filled steel tube (CFT) column-end-plate joints during construction, this study designed and fabricated a scaled model of a standard subway station section based on similarity theory. Model tests were conducted under static earth pressure loads, and a finite element model was constructed for comparative analysis. The study focused on the ultimate bearing capacity, failure modes, and force transmission mechanisms of the joint, and optimized the analysis using reinforcement parameters. The results showed significant stress concentrations at the joint corners and core, with shear forces gradually forming annular cracks in the top slab concrete. The bearing system formed by the steel tube column and flange was the primary force transmission mechanism, and even after damage, the steel tube could still effectively restrain the core concrete. Increasing the steel bar diameter and increasing the number of slab reinforcements parallel to the beam significantly improved the joint’s mechanical properties. Improving the material properties of the reinforcement increased the joint’s stress and displacement capacity. This research provides a reference for optimizing the design and construction of slab-column joints in subway stations.
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- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.3390/buildings15173219
- https://www.mdpi.com/2075-5309/15/17/3219/pdf?version=1757152718
- OA Status
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- References
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All OpenAlex metadata
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https://openalex.org/W4414066192Canonical identifier for this work in OpenAlex
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https://doi.org/10.3390/buildings15173219Digital Object Identifier
- Title
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Study on Punching Shear Performance of Concrete-Filled Steel Tubular Column-Slab Column Joints in Metro StationsWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2025Year of publication
- Publication date
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2025-09-06Full publication date if available
- Authors
-
Wufeng Mao, Yanmei Ruan, Yuhui Li, Rui Liang, Chenyang Xiao, Yuan Mei, Hongping LuList of authors in order
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https://doi.org/10.3390/buildings15173219Publisher landing page
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https://www.mdpi.com/2075-5309/15/17/3219/pdf?version=1757152718Direct link to full text PDF
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YesWhether a free full text is available
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goldOpen access status per OpenAlex
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https://www.mdpi.com/2075-5309/15/17/3219/pdf?version=1757152718Direct OA link when available
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0Total citation count in OpenAlex
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7Number of works referenced by this work
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10Other works algorithmically related by OpenAlex
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| abstract_inverted_index.during | 16 |
| abstract_inverted_index.finite | 47 |
| abstract_inverted_index.flange | 113 |
| abstract_inverted_index.forces | 93 |
| abstract_inverted_index.formed | 106 |
| abstract_inverted_index.joint, | 71 |
| abstract_inverted_index.joints | 15, 183 |
| abstract_inverted_index.loads, | 44 |
| abstract_inverted_index.modes, | 64 |
| abstract_inverted_index.number | 142 |
| abstract_inverted_index.scaled | 24 |
| abstract_inverted_index.showed | 81 |
| abstract_inverted_index.static | 41 |
| abstract_inverted_index.strain | 3 |
| abstract_inverted_index.stress | 83, 166 |
| abstract_inverted_index.subway | 29, 185 |
| abstract_inverted_index.system | 105 |
| abstract_inverted_index.annular | 96 |
| abstract_inverted_index.bearing | 61, 104 |
| abstract_inverted_index.corners | 88 |
| abstract_inverted_index.damage, | 123 |
| abstract_inverted_index.element | 48 |
| abstract_inverted_index.failure | 7, 63 |
| abstract_inverted_index.focused | 57 |
| abstract_inverted_index.forming | 95 |
| abstract_inverted_index.primary | 116 |
| abstract_inverted_index.results | 80 |
| abstract_inverted_index.section | 31 |
| abstract_inverted_index.station | 30 |
| abstract_inverted_index.theory. | 35 |
| abstract_inverted_index.analysis | 75 |
| abstract_inverted_index.designed | 20 |
| abstract_inverted_index.diameter | 138 |
| abstract_inverted_index.improved | 151 |
| abstract_inverted_index.material | 158 |
| abstract_inverted_index.parallel | 146 |
| abstract_inverted_index.patterns | 4 |
| abstract_inverted_index.pressure | 43 |
| abstract_inverted_index.provides | 172 |
| abstract_inverted_index.research | 171 |
| abstract_inverted_index.restrain | 130 |
| abstract_inverted_index.standard | 28 |
| abstract_inverted_index.ultimate | 60 |
| abstract_inverted_index.Improving | 156 |
| abstract_inverted_index.analysis. | 54 |
| abstract_inverted_index.capacity, | 62 |
| abstract_inverted_index.capacity. | 169 |
| abstract_inverted_index.concrete. | 102, 133 |
| abstract_inverted_index.conducted | 39 |
| abstract_inverted_index.gradually | 94 |
| abstract_inverted_index.increased | 163 |
| abstract_inverted_index.joint’s | 153, 165 |
| abstract_inverted_index.optimized | 73 |
| abstract_inverted_index.reference | 174 |
| abstract_inverted_index.stations. | 186 |
| abstract_inverted_index.Increasing | 134 |
| abstract_inverted_index.fabricated | 22 |
| abstract_inverted_index.increasing | 140 |
| abstract_inverted_index.mechanical | 154 |
| abstract_inverted_index.mechanism, | 119 |
| abstract_inverted_index.mechanisms | 8, 68 |
| abstract_inverted_index.optimizing | 176 |
| abstract_inverted_index.properties | 159 |
| abstract_inverted_index.similarity | 34 |
| abstract_inverted_index.comparative | 53 |
| abstract_inverted_index.constructed | 51 |
| abstract_inverted_index.effectively | 129 |
| abstract_inverted_index.investigate | 1 |
| abstract_inverted_index.parameters. | 78 |
| abstract_inverted_index.properties. | 155 |
| abstract_inverted_index.significant | 82 |
| abstract_inverted_index.slab-column | 182 |
| abstract_inverted_index.construction | 180 |
| abstract_inverted_index.displacement | 168 |
| abstract_inverted_index.transmission | 67, 118 |
| abstract_inverted_index.construction, | 17 |
| abstract_inverted_index.reinforcement | 77, 162 |
| abstract_inverted_index.significantly | 150 |
| abstract_inverted_index.concentrations | 84 |
| abstract_inverted_index.reinforcements | 145 |
| abstract_inverted_index.concrete-filled | 10 |
| abstract_inverted_index.column-end-plate | 14 |
| cited_by_percentile_year | |
| corresponding_author_ids | https://openalex.org/A5116568381 |
| countries_distinct_count | 1 |
| institutions_distinct_count | 7 |
| corresponding_institution_ids | https://openalex.org/I148099405 |
| citation_normalized_percentile.value | 0.47059615 |
| citation_normalized_percentile.is_in_top_1_percent | False |
| citation_normalized_percentile.is_in_top_10_percent | False |